b Irom Fig. 9-10 in the text.9-17. Select the lightest satisfactory W shape section if Fyprovided at the ends only. Determine C,. (Ans. W24 × 117 LRFD and ASD)50 ksi. Lateral bracing isPL = 40 kPL = 40 kD = 1 k/ft U PES%3D10 ft10 ft 10 ftFIGURE P9-179-18. Repeat Prob. 9-17 if lateral bracing is provided at the concentrated loads as well asat the ends of the span. Determine C,.

NOTE : We’ll answer the first question 9-17, since the exact one wasn’t specified. Please submit a…

9-17. Select the lightest satisfactory W shape section if F, = 50 ksi. Lateral bracing is provided at the ends only. Determine C. (Ans. W24 x 117 LRFD and ASD) PL = 40 k PL = 40 k %3D %3D D = 1 k/ft () obivona 10 ft- 10 ft- 10 ft→ FIGURE P9-17 9-18. Repeat Prob. 9-17 if lateral bracing is provided at the concentrated loads as well as

9-17. Select the lightest satisfactory W shape section if F, = 50 ksi. Lateral bracing is provided at the ends only. Determine C. (Ans. W24 x 117 LRFD and ASD) PL = 40 k PL = 40 k %3D %3D D = 1 k/ft () obivona 10 ft- 10 ft- 10 ft→ FIGURE P9-17 9-18. Repeat Prob. 9-17 if lateral bracing is provided at the concentrated loads as well as

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Steel Framing

A steel frame consists of a skeleton frame structure comprising of horizontal I-beams and vertical steel columns fitted in a rectangular grid building construction to brace the floors, walls, and the roof of the building held onto the frame. Due to the implementation of this methodology, the construction of the skyscrapers was feasible.

Question

b Irom Fig. 9-10 in the text.
9-17. Select the lightest satisfactory W shape section if Fy
provided at the ends only. Determine C,. (Ans. W24 × 117 LRFD and ASD)
50 ksi. Lateral bracing is
PL = 40 k
PL = 40 k
D = 1 k/ft U PES
%3D
10 ft
10 ft 10 ft
FIGURE P9-17
9-18. Repeat Prob. 9-17 if lateral bracing is provided at the concentrated loads as well as
at the ends of the span. Determine C,.

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