A pretensioned, prestressed concrete girder is to be built, with the same span and cross section as the girder in the example of Section 6.10. Pretensioning will be applied using twelve 0.5 -in. diameter stress-relieved Grade 270 strands, six of which are (2024)

Table of Contents
Question Video Answer Request a Custom Video Solution More Than Just Video Answers to Similar Questions More Solved Questions in Your Textbook NO COMMENTS YET
Problem 1 The beam shown in Fig. P6.2, of 70 -ft span, is p…

A pretensioned, prestressed concrete girder is to be built, with the same span and cross section as the girder in the example of Section 6.10. Pretensioning will be applied using twelve 0.5 -in. diameter stress-relieved Grade 270 strands, six of which are deflected upward at the one-quarter points of the span, to have zero eccentricity at the supports, the remainder being straight strands. The jacking force is 300,000 lb. Slip losses are fully compensated by overjacking, and friction at the tendon deflection points is negligible. Compute all losses, and express each as a percentage of the initial prestress fp i at midspan. Calculate the effectiveness ratio R. Compare the sum of losses due to elastic shortening, creep, shrinkage, and relaxation with the AASHTO recommended loss of Table 6.1. High early-strength concrete will be used, with fc^'=5,000 psi. Steam-curing will be utilized, and prestress force will be transferred to the girder at age three days, when fc^'=3,500 psi. | Numerade (1)

Question

Answered step-by-step

A pretensioned, prestressed concrete girder is to be built, with the same span and cross section as the girder in the example of Section 6.10. Pretensioning will be applied using twelve 0.5 -in. diameter stress-relieved Grade 270 strands, six of which are deflected upward at the one-quarter points of the span, to have zero eccentricity at the supports, the remainder being straight strands. The jacking force is $300,000 \mathrm{lb}$. Slip losses are fully compensated by overjacking, and friction at the tendon deflection points is negligible. Compute all losses, and express each as a percentage of the initial prestress $f_{p i}$ at midspan. Calculate the effectiveness ratio $R$. Compare the sum of losses due to elastic shortening, creep, shrinkage, and relaxation with the AASHTO recommended loss of Table 6.1. High early-strength concrete will be used, with $f_c^{\prime}=5,000$ psi. Steam-curing will be utilized, and prestress force will be transferred to the girder at age three days, when $f_c^{\prime}=3,500 \mathrm{psi}$.

Video Answer

A pretensioned, prestressed concrete girder is to be built, with the same span and cross section as the girder in the example of Section 6.10. Pretensioning will be applied using twelve 0.5 -in. diameter stress-relieved Grade 270 strands, six of which are deflected upward at the one-quarter points of the span, to have zero eccentricity at the supports, the remainder being straight strands. The jacking force is 300,000 lb. Slip losses are fully compensated by overjacking, and friction at the tendon deflection points is negligible. Compute all losses, and express each as a percentage of the initial prestress fp i at midspan. Calculate the effectiveness ratio R. Compare the sum of losses due to elastic shortening, creep, shrinkage, and relaxation with the AASHTO recommended loss of Table 6.1. High early-strength concrete will be used, with fc^'=5,000 psi. Steam-curing will be utilized, and prestress force will be transferred to the girder at age three days, when fc^'=3,500 psi. | Numerade (2) A pretensioned, prestressed concrete girder is to be built, with the same span and cross section as the girder in the example of Section 6.10. Pretensioning will be applied using twelve 0.5 -in. diameter stress-relieved Grade 270 strands, six of which are deflected upward at the one-quarter points of the span, to have zero eccentricity at the supports, the remainder being straight strands. The jacking force is 300,000 lb. Slip losses are fully compensated by overjacking, and friction at the tendon deflection points is negligible. Compute all losses, and express each as a percentage of the initial prestress fp i at midspan. Calculate the effectiveness ratio R. Compare the sum of losses due to elastic shortening, creep, shrinkage, and relaxation with the AASHTO recommended loss of Table 6.1. High early-strength concrete will be used, with fc^'=5,000 psi. Steam-curing will be utilized, and prestress force will be transferred to the girder at age three days, when fc^'=3,500 psi. | Numerade (3) A pretensioned, prestressed concrete girder is to be built, with the same span and cross section as the girder in the example of Section 6.10. Pretensioning will be applied using twelve 0.5 -in. diameter stress-relieved Grade 270 strands, six of which are deflected upward at the one-quarter points of the span, to have zero eccentricity at the supports, the remainder being straight strands. The jacking force is 300,000 lb. Slip losses are fully compensated by overjacking, and friction at the tendon deflection points is negligible. Compute all losses, and express each as a percentage of the initial prestress fp i at midspan. Calculate the effectiveness ratio R. Compare the sum of losses due to elastic shortening, creep, shrinkage, and relaxation with the AASHTO recommended loss of Table 6.1. High early-strength concrete will be used, with fc^'=5,000 psi. Steam-curing will be utilized, and prestress force will be transferred to the girder at age three days, when fc^'=3,500 psi. | Numerade (4)

24 people are viewing now

A pretensioned, prestressed concrete girder is to be built, with the same span and cross section as the girder in the example of Section 6.10. Pretensioning will be applied using twelve 0.5 -in. diameter stress-relieved Grade 270 strands, six of which are deflected upward at the one-quarter points of the span, to have zero eccentricity at the supports, the remainder being straight strands. The jacking force is 300,000 lb. Slip losses are fully compensated by overjacking, and friction at the tendon deflection points is negligible. Compute all losses, and express each as a percentage of the initial prestress fp i at midspan. Calculate the effectiveness ratio R. Compare the sum of losses due to elastic shortening, creep, shrinkage, and relaxation with the AASHTO recommended loss of Table 6.1. High early-strength concrete will be used, with fc^'=5,000 psi. Steam-curing will be utilized, and prestress force will be transferred to the girder at age three days, when fc^'=3,500 psi. | Numerade (5)

Get the answer to your homework problem.

Try Numerade free for 7 days

Input your name and email to request the answer

Request a Custom Video Solution

A pretensioned, prestressed concrete girder is to be built, with the same span and cross section as the girder in the example of Section 6.10. Pretensioning will be applied using twelve 0.5 -in. diameter stress-relieved Grade 270 strands, six of which are deflected upward at the one-quarter points of the span, to have zero eccentricity at the supports, the remainder being straight strands. The jacking force is 300,000 lb. Slip losses are fully compensated by overjacking, and friction at the tendon deflection points is negligible. Compute all losses, and express each as a percentage of the initial prestress fp i at midspan. Calculate the effectiveness ratio R. Compare the sum of losses due to elastic shortening, creep, shrinkage, and relaxation with the AASHTO recommended loss of Table 6.1. High early-strength concrete will be used, with fc^'=5,000 psi. Steam-curing will be utilized, and prestress force will be transferred to the girder at age three days, when fc^'=3,500 psi. | Numerade (6)

We will assign your question to a Numerade educator to answer.

Answer Delivery Time

Est. 2-3 hours
You are asking at 3:30PM Today

A pretensioned, prestressed concrete girder is to be built, with the same span and cross section as the girder in the example of Section 6.10. Pretensioning will be applied using twelve 0.5 -in. diameter stress-relieved Grade 270 strands, six of which are deflected upward at the one-quarter points of the span, to have zero eccentricity at the supports, the remainder being straight strands. The jacking force is $300,000 \mathrm{lb}$. Slip losses are fully compensated by overjacking, and friction at the tendon deflection points is negligible. Compute all losses, and express each as a percentage of the initial prestress $f_{p i}$ at midspan. Calculate the effectiveness ratio $R$. Compare the sum of losses due to elastic shortening, creep, shrinkage, and relaxation with the AASHTO recommended loss of Table 6.1. High early-strength concrete will be used, with $f_c^{\prime}=5,000$ psi. Steam-curing will be utilized, and prestress force will be transferred to the girder at age three days, when $f_c^{\prime}=3,500 \mathrm{psi}$.

We’ll notify you at this email when your answer is ready.

A pretensioned, prestressed concrete girder is to be built, with the same span and cross section as the girder in the example of Section 6.10. Pretensioning will be applied using twelve 0.5 -in. diameter stress-relieved Grade 270 strands, six of which are deflected upward at the one-quarter points of the span, to have zero eccentricity at the supports, the remainder being straight strands. The jacking force is 300,000 lb. Slip losses are fully compensated by overjacking, and friction at the tendon deflection points is negligible. Compute all losses, and express each as a percentage of the initial prestress fp i at midspan. Calculate the effectiveness ratio R. Compare the sum of losses due to elastic shortening, creep, shrinkage, and relaxation with the AASHTO recommended loss of Table 6.1. High early-strength concrete will be used, with fc^'=5,000 psi. Steam-curing will be utilized, and prestress force will be transferred to the girder at age three days, when fc^'=3,500 psi. | Numerade (7)

More Than Just

A pretensioned, prestressed concrete girder is to be built, with the same span and cross section as the girder in the example of Section 6.10. Pretensioning will be applied using twelve 0.5 -in. diameter stress-relieved Grade 270 strands, six of which are deflected upward at the one-quarter points of the span, to have zero eccentricity at the supports, the remainder being straight strands. The jacking force is 300,000 lb. Slip losses are fully compensated by overjacking, and friction at the tendon deflection points is negligible. Compute all losses, and express each as a percentage of the initial prestress fp i at midspan. Calculate the effectiveness ratio R. Compare the sum of losses due to elastic shortening, creep, shrinkage, and relaxation with the AASHTO recommended loss of Table 6.1. High early-strength concrete will be used, with fc^'=5,000 psi. Steam-curing will be utilized, and prestress force will be transferred to the girder at age three days, when fc^'=3,500 psi. | Numerade (8)

We take learning seriously. So we developed a line of study tools to help students learn their way.

A pretensioned, prestressed concrete girder is to be built, with the same span and cross section as the girder in the example of Section 6.10. Pretensioning will be applied using twelve 0.5 -in. diameter stress-relieved Grade 270 strands, six of which are deflected upward at the one-quarter points of the span, to have zero eccentricity at the supports, the remainder being straight strands. The jacking force is 300,000 lb. Slip losses are fully compensated by overjacking, and friction at the tendon deflection points is negligible. Compute all losses, and express each as a percentage of the initial prestress fp i at midspan. Calculate the effectiveness ratio R. Compare the sum of losses due to elastic shortening, creep, shrinkage, and relaxation with the AASHTO recommended loss of Table 6.1. High early-strength concrete will be used, with fc^'=5,000 psi. Steam-curing will be utilized, and prestress force will be transferred to the girder at age three days, when fc^'=3,500 psi. | Numerade (9)Ace Chat

Your personal AI tutor, companion, and study partner. Available 24/7.

A pretensioned, prestressed concrete girder is to be built, with the same span and cross section as the girder in the example of Section 6.10. Pretensioning will be applied using twelve 0.5 -in. diameter stress-relieved Grade 270 strands, six of which are deflected upward at the one-quarter points of the span, to have zero eccentricity at the supports, the remainder being straight strands. The jacking force is 300,000 lb. Slip losses are fully compensated by overjacking, and friction at the tendon deflection points is negligible. Compute all losses, and express each as a percentage of the initial prestress fp i at midspan. Calculate the effectiveness ratio R. Compare the sum of losses due to elastic shortening, creep, shrinkage, and relaxation with the AASHTO recommended loss of Table 6.1. High early-strength concrete will be used, with fc^'=5,000 psi. Steam-curing will be utilized, and prestress force will be transferred to the girder at age three days, when fc^'=3,500 psi. | Numerade (10)Ask Our Educators

Ask unlimited questions and get video answers from our expert STEM educators.

A pretensioned, prestressed concrete girder is to be built, with the same span and cross section as the girder in the example of Section 6.10. Pretensioning will be applied using twelve 0.5 -in. diameter stress-relieved Grade 270 strands, six of which are deflected upward at the one-quarter points of the span, to have zero eccentricity at the supports, the remainder being straight strands. The jacking force is 300,000 lb. Slip losses are fully compensated by overjacking, and friction at the tendon deflection points is negligible. Compute all losses, and express each as a percentage of the initial prestress fp i at midspan. Calculate the effectiveness ratio R. Compare the sum of losses due to elastic shortening, creep, shrinkage, and relaxation with the AASHTO recommended loss of Table 6.1. High early-strength concrete will be used, with fc^'=5,000 psi. Steam-curing will be utilized, and prestress force will be transferred to the girder at age three days, when fc^'=3,500 psi. | Numerade (11)Notes & Exams

Millions of real past notes, study guides, and exams matched directly to your classes.

Video Answers to Similar Questions

Best Matched Videos Solved By Our Expert Educators

More Solved Questions in Your Textbook

Not your book?

A pretensioned, prestressed concrete girder is to be built, with the same span and cross section as the girder in the example of Section 6.10. Pretensioning will be applied using twelve 0.5 -in. diameter stress-relieved Grade 270 strands, six of which are deflected upward at the one-quarter points of the span, to have zero eccentricity at the supports, the remainder being straight strands. The jacking force is 300,000 lb. Slip losses are fully compensated by overjacking, and friction at the tendon deflection points is negligible. Compute all losses, and express each as a percentage of the initial prestress fp i at midspan. Calculate the effectiveness ratio R. Compare the sum of losses due to elastic shortening, creep, shrinkage, and relaxation with the AASHTO recommended loss of Table 6.1. High early-strength concrete will be used, with fc^'=5,000 psi. Steam-curing will be utilized, and prestress force will be transferred to the girder at age three days, when fc^'=3,500 psi. | Numerade (12)

A pretensioned, prestressed concrete girder is to be built, with the same span and cross section as the girder in the example of Section 6.10. Pretensioning will be applied using twelve 0.5 -in. diameter stress-relieved Grade 270 strands, six of which are deflected upward at the one-quarter points of the span, to have zero eccentricity at the supports, the remainder being straight strands. The jacking force is 300,000 lb. Slip losses are fully compensated by overjacking, and friction at the tendon deflection points is negligible. Compute all losses, and express each as a percentage of the initial prestress fp i at midspan. Calculate the effectiveness ratio R. Compare the sum of losses due to elastic shortening, creep, shrinkage, and relaxation with the AASHTO recommended loss of Table 6.1. High early-strength concrete will be used, with fc^'=5,000 psi. Steam-curing will be utilized, and prestress force will be transferred to the girder at age three days, when fc^'=3,500 psi. | Numerade (13)

Design of Prestressed Concrete

Arthur H. Nilson 2nd Edition

Chapter 6

​ Chapter 1

​ Chapter 3

​ Chapter 4

​ Chapter 5

​ Chapter 6

​ Chapter 7

​ Chapter 8

​ Chapter 9

​ Chapter 10

​ Chapter 11

Sections

Problem 1 Problem 2 Problem 3 Problem 4

NO COMMENTS YET

A pretensioned, prestressed concrete girder is to be built, with the same span and cross section as the girder in the example of Section 6.10. Pretensioning will be applied using twelve 0.5 -in. diameter stress-relieved Grade 270 strands, six of which are deflected upward at the one-quarter points of the span, to have zero eccentricity at the supports, the remainder being straight strands. The jacking force is 300,000 lb. Slip losses are fully compensated by overjacking, and friction at the tendon deflection points is negligible. Compute all losses, and express each as a percentage of the initial prestress fp i at midspan. Calculate the effectiveness ratio R. Compare the sum of losses due to elastic shortening, creep, shrinkage, and relaxation with the AASHTO recommended loss of Table 6.1. High early-strength concrete will be used, with fc^'=5,000 psi. Steam-curing will be utilized, and prestress force will be transferred to the girder at age three days, when fc^'=3,500 psi. | Numerade (14)

Just now.

`+comment+`

`; var commentContainer = document.getElementById('qd-comment-container'); if (!commentContainer) { commentContainer = document.createElement('div'); commentContainer.id = "qd-comment-container"; commentContainer.className = 'qd-comment-container'; document.querySelector('.new-comment-container').parentElement.appendChild(commentContainer); } commentContainer.insertBefore(newComment, commentContainer.firstChild); var allComments = commentContainer.querySelectorAll('.qd-comment'); for (var i = 0; i < allComments.length; i++) { if (i < 3) { allComments[i].classList.remove('hide-5recommended'); } else { allComments[i].classList.add('hide-5recommended'); } } var moreCommentsButton = commentContainer.querySelectorAll('.hide-5recommended-button') if (moreCommentsButton.length == 0) { commentContainer.innerHTML += '

'; } if (allComments.length > 3) $('.hide-5recommended-button').css('display', 'block'); } function addNewReplyToUI(commentId, replyText) { let newReply = document.createElement('div'); newReply.className = 'qd-reply'; newReply.innerHTML = `

Just now.

`+replyText+`

`; var replyBody = document.getElementById('reply_body_'+commentId); var replyContainer = replyBody.querySelector("#qd-reply-container"); if (!replyContainer) { replyContainer = document.createElement('div'); replyContainer.id = "qd-reply-container"; } replyContainer.appendChild(newReply); } function createNewReply(event, commentId) { const newReplyInput = $('#newReply_'+commentId); const replyText = newReplyInput.val().trim(); newReplyInput.val(''); document.getElementById('comment_'+commentId).style.display = 'none'; url = "/comments/comment/"; addNewReplyToUI(commentId, replyText); $.ajax({ type: 'POST', url: url, data: { 'comment': replyText, 'question_id': 6128075, 'parent_id': commentId, 'csrfmiddlewaretoken': 'yAgMZO3yX1hZDVPgrQZYXm9dph7tfdBOMQiSsQC5Fnp1PXmjaQQXg01AncytABIa', }, success: function (response) { console.log('Reply submitted:', response); }, error: function (error) { console.error('Error submitting:', error); } }); }; function hideAllReplyInputs() { var inputReplies = document.querySelectorAll('.input-reply'); for (var i = 0; i < inputReplies.length; i++) { inputReplies[i].querySelector("textarea").value = ''; inputReplies[i].style.display = 'none'; } } function openReplyInput(e, comment_id) { hideAllReplyInputs(); const replyCommentContainer = document.getElementById('comment_'+comment_id); replyCommentContainer.style.display = 'flex'; const replyCommentInput = $('#newReply_'+comment_id); if ((typeof replyCommentInput === 'undefined') || !replyCommentInput || !replyCommentInput.length) return; toggleSubmitIcon(replyCommentInput, submitReplyIcon); replyCommentInput.on('input', function () { limitTextareaLength(replyCommentInput); autoResizeTextarea(replyCommentInput); toggleSubmitIcon(replyCommentInput, submitReplyIcon); }); } submitCommentIcon.on('click', function () { if (!submitCommentIcon.hasClass('disabled')) { createNewComment(); } }); for (let i = 0; i < currentDBCommentIds.length; i++) { let comment_id = currentDBCommentIds[i]; let replyInput = document.getElementById('open_reply_input_'+comment_id); replyInput.addEventListener('click', function (e) { const commentId = e.currentTarget.id.split('_').pop(); openReplyInput(e, commentId); }); let submitReply = document.getElementById('submit_reply_'+comment_id); submitReply.addEventListener('click', function (e) { if (!submitReplyIcon.hasClass('disabled')) { const commentId = e.currentTarget.id.split('_').pop(); createNewReply(e, commentId); } }); } });

A pretensioned, prestressed concrete girder is to be built, with the same span and cross section as the girder in the example of Section 6.10. Pretensioning will be applied using twelve 0.5 -in. diameter stress-relieved Grade 270 strands, six of which are (2024)
Top Articles
How to watch Argentina vs Colombia live stream: Copa America 2024 for free today
Download CroxyProxy - Secure Web Proxy on PC with MEmu
Think Up Elar Level 5 Answer Key Pdf
San Mateo Superior Court Tentative Rulings
Kmmo News Obituaries
Idid-3210.
Brgeneral Patient Portal
Rochester Ny Missed Connections
Mercedes explains Lewis Hamilton’s ‘brake magic’ accident - Silver Arrows Net
Lewis Hamilton's 'Magic Button': Explained
Treadway Honda-Suzuki-Polaris
Is Gshopper Reliable & Legit? (Review 2024)
Latest Posts
Beste gratis proxy servers (2023): een handige lijst | VPNGids.nl
HTTP Proxy: What is and How to
Article information

Author: Twana Towne Ret

Last Updated:

Views: 6513

Rating: 4.3 / 5 (44 voted)

Reviews: 83% of readers found this page helpful

Author information

Name: Twana Towne Ret

Birthday: 1994-03-19

Address: Apt. 990 97439 Corwin Motorway, Port Eliseoburgh, NM 99144-2618

Phone: +5958753152963

Job: National Specialist

Hobby: Kayaking, Photography, Skydiving, Embroidery, Leather crafting, Orienteering, Cooking

Introduction: My name is Twana Towne Ret, I am a famous, talented, joyous, perfect, powerful, inquisitive, lovely person who loves writing and wants to share my knowledge and understanding with you.