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4.1) The value of C, is A) 1.21 B) 1.14 C) 1.30 D) 1.32

4.1) The value of C, is A) 1.21 B) 1.14 C) 1.30 D) 1.32

Structural Analysis
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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please solve part 4.1

4. The beam shown in Fig. has lateral support only at the ends. The uniform load is a superimposed dead load (non including the weight), and the concentrated load is a live load. If use A992 steel and LRFD, what is the following: 4.1) The value of C, is A) 1.21 B) 1.14 C) 1.30 D) 1.32 4.2) The elastic buckling stress For is A) 41.92 ksi B) 39.61 ksi C) 33.57 ksi D) 28.78 ksi 4.3) The design moment strength PM, is A) 880 ft-kips B) 887 ft-kips C) 1038 ft-kips D) 934 ft-kips 4.4) The design shear strength ,V, is A) 81.1 kips B) 482 kips C) 529 kips D) 567 kips 4.5) The live load deflection J, is A) 1.331 in B) 1,112 in C) 0.620 in D) 0.434 in 20 at 25 K W24 X 146 40 - 2KA 20 d B
Transcribed Image Text:4. The beam shown in Fig. has lateral support only at the ends. The uniform load is a superimposed dead load (non including the weight), and the concentrated load is a live load. If use A992 steel and LRFD, what is the following: 4.1) The value of C, is A) 1.21 B) 1.14 C) 1.30 D) 1.32 4.2) The elastic buckling stress For is A) 41.92 ksi B) 39.61 ksi C) 33.57 ksi D) 28.78 ksi 4.3) The design moment strength PM, is A) 880 ft-kips B) 887 ft-kips C) 1038 ft-kips D) 934 ft-kips 4.4) The design shear strength ,V, is A) 81.1 kips B) 482 kips C) 529 kips D) 567 kips 4.5) The live load deflection J, is A) 1.331 in B) 1,112 in C) 0.620 in D) 0.434 in 20 at 25 K W24 X 146 40 - 2KA 20 d B
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