please solve part 4.4 4. The beam shown in Fig. has lateral support only at theends. The uniform load is a superimposed dead load(non including the weight), and the concentrated load isa live load. If use A992 steel and LRFD, what is thefollowing:4.1) The value of C, isA) 1.21B) 1.14C) 1.30D) 1.324.2) The elastic buckling stress For isA) 41.92 ksiB) 39.61 ksiC) 33.57 ksiD) 28.78 ksi4.3) The design moment strength PM, isA) 880 ft-kipsB) 887 ft-kipsC) 1038 ft-kipsD) 934 ft-kips4.4) The design shear strength ,V, isA) 81.1 kipsB) 482 kipsC) 529 kipsD) 567 kips4.5) The live load deflection J, isA) 1.331 inB) 1,112 inC) 0.620 inD) 0.434 in20 at25 KW24 X 14640 -2KA20 dB

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Answered: 4.4) The design shear strength D,V, is…

Engineering

Civil Engineering

4.4) The design shear strength D,V, is A) 81.1 kips B) 482 kips C) 529 kips D) 567 kips

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.6.1P

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Concept explainers

Beams and Frames

A beam is a horizontal structure or a member which is always subjected to transverse shear loads.

Question

please solve part 4.4

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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