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Engineering
Civil EngineeringSteel Design (Activate Learning with these NEW titles from Engineering!)6th Edition
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The frame shown in Figure P47-11 unbraced against sidesway. Relative moments of inertia of the members have been assumed for preliminary design purposes. Use the alignment chart and determine K x for members AB , BC , DE , and EF .

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Steel Design (Activate Learning wi...

6th Edition
Segui + 1 other
Publisher: Cengage Learning
ISBN: 9781337094740

Solutions

Chapter
Section
Problem 4.3.1P
Problem 4.3.2P
Problem 4.3.3P
Problem 4.3.4P
Problem 4.3.5P
Problem 4.3.6P
Problem 4.3.7P
Problem 4.3.8P
Problem 4.4.1P
Problem 4.4.2P
Problem 4.6.1P
Problem 4.6.2P
Problem 4.6.3P
Problem 4.6.4P
Problem 4.6.5P
Problem 4.6.6P
Problem 4.6.7P
Problem 4.6.8P
Problem 4.6.9P
Problem 4.7.1P
Problem 4.7.2P
Problem 4.7.3P
Problem 4.7.4P
Problem 4.7.5P
Problem 4.7.6P
Problem 4.7.7P
Problem 4.7.8P
Problem 4.7.9P
Problem 4.7.10P
Problem 4.7.11P
Problem 4.7.12P
Problem 4.7.13P
Problem 4.7.14P
Problem 4.8.1P
Problem 4.8.2P
Problem 4.8.3P
Problem 4.8.4P
Problem 4.9.1P
Problem 4.9.2P
Problem 4.9.3P
Problem 4.9.4P
Problem 4.9.5P
Problem 4.9.6P
Problem 4.9.7P
Problem 4.9.8P
Problem 4.9.9P
Problem 4.9.10P
Problem 4.9.11P
Problem 4.9.12P
BuyFindarrow_forward

Steel Design (Activate Learning wi...

6th Edition
Segui + 1 other
Publisher: Cengage Learning
ISBN: 9781337094740
Chapter 4, Problem 4.7.11P
Textbook Problem
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The frame shown in Figure P47-11 unbraced against sidesway. Relative moments of inertia of the members have been assumed for preliminary design purposes. Use the alignment chart and determine K x for members AB, BC, DE, and EF.

Chapter 4, Problem 4.7.11P, The frame shown in Figure P47-11 unbraced against sidesway. Relative moments of inertia of the

To determine

(a)

The effective length factor for member AB.

Explanation of Solution

Given information:

Figure 4.7-11

Concept used:

G=∑Ic/Lc∑Ig/Lg

∑Ic/Lc→Sum of the stiffnesses of all columns.∑Ig/Lg→Sum of the stiffnesses of all girders

To determine

(b)

The effective length factor for member BC.

To determine

(c)

The effective length factor for member DE.

To determine

(d)

The effective length factor for member EF.

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Chapter 4 Solutions

Steel Design (Activate Learning with these NEW titles from Engineering!)
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Ch. 4 - Use AISC Equation E3-2 or E3-3 and determine the...Ch. 4 - Compute the nominal axial compressive strength of...Ch. 4 - Compute the nominal compressive strength of the...Ch. 4 - Determine the available strength of the...Ch. 4 - Determine the available axial compressive strength...Ch. 4 - A W18119 is used as a compression member with one...Ch. 4 - Determine the maximum axial compressive service...Ch. 4 - Determine whether the compression member shown in...Ch. 4 - An HSS 1083 16 is used as a compression member...Ch. 4 - A W21101 is used as compression member with one...
Ch. 4 - a. Select a W14 of A992 steel. Use the column load...Ch. 4 - A 20-foot long column is pinned at the bottom and...Ch. 4 - Select a rectangular (not square) HSS of A590...Ch. 4 - Select a steel pipe of A53 Grad B steel (Fy=35...Ch. 4 - Select an HP-shape for the conditions of Problem...Ch. 4 - Select a rectangular (not square) HSS for the...Ch. 4 - For the conditions shown in Figure P4.6-7, use...Ch. 4 - Same as Problem 4.6-7, but use ASD.Ch. 4 - For the conditions shown in Figure P4.6-7, select...Ch. 4 - A W16100 with Fy=60 ksi is used as a compression...Ch. 4 - An HSS 1065 16 with Fy=46 ksi is used as a column....Ch. 4 - A W1279 of A572 Grade 60 steel is used as a...Ch. 4 - Use A992 steel and select a W14 shape for an...Ch. 4 - Use A992 steal and. select a W shape. a. Use LRFD....Ch. 4 - Select a rectangular (not square) HSS for use as a...Ch. 4 - Select the best rectangular (not square) HSS for a...Ch. 4 - The frame shown in Figure P4.7-8 is unbraced, and...Ch. 4 - The given frame is unbraced, and bending is about...Ch. 4 - The rigid frame shown in Figure P4.7-10 is...Ch. 4 - The frame shown in Figure P47-11 unbraced against...Ch. 4 - The frame shown in Figure P4.7-12 is unbraced...Ch. 4 - The frame shown in Figure P4.7-13 is unbraced...Ch. 4 - The rigid frame shown in Figure P4.7-14 is...Ch. 4 - Compute the nominal compressive strength for a...Ch. 4 - Use A572 Grade 50 steel and compute the nominal...Ch. 4 - Select a WT section for the compression member...Ch. 4 - Select an American Standard Channel for the...Ch. 4 - Verify the value of ry given in Part 1 of the...Ch. 4 - Verify the values of y2 , rx, and ry given in Part...Ch. 4 - A column is built up from four 665 8 angle shapes...Ch. 4 - An unsymmetrical compression member consists of 1...Ch. 4 - A column for a multistory building is fabricated...Ch. 4 - Compute the nominal compressive strength based on...Ch. 4 - Two plates 9 16 10 are welded to a W1049 to form a...Ch. 4 - A structural tee shape is fabricated by splitting...Ch. 4 - A column cross section is built up from fourL553 4...Ch. 4 - Compute the available strengths (for both LRFD and...Ch. 4 - For the conditions shown in Figure P4.9-11, select...Ch. 4 - Use LRFD and select a double-angle shape for the...

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