Need right complete solutionStep by step please Problem 2 Design of Shear MembersA cantilever beam has a span of 3 m. The beam carries a uniform serviceload w = 22 kN/m includes the weight of the beam. There is no lateralsupport other than that at the fixed end.Properties of W 10 x 77258.83P|2.10w = 22 kN/m(K = 38.1d = 269.24h1.5 m.(K = 38.13 m.|22.10A = 14581 mm²Lp = 2.799 md = 269.24 mmL; = 13.811 mbị = 258.83 mmLb = 3 mtị = 22.10 mmFy345 MPa%3Dtw = 13.46 mmK = 38.10 mmSx = 1408 x 103 mm³E = 200,000 MPaZx = 1599 x 103 mm³a. Determine the value if the service load P due to the max. shearstrength of the beam using LRFD.b. Determine the value if the service load P due to the max. shearstrength of the beam using LRFD.c. Determine the value of the service load P due to the flexuralstrength of the beam using LRFD.d. Determine the value of the service load P due to the allowablebending strength of the beam using ASD.

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Problem 2 Design of Shear Members A cantilever beam has a span of 3 m. The beam carries a uniform service load w = 22 kN/m includes the weight of the beam. There is no lateral support other than that at the fixed end. Properties of W 10 x 77

Problem 2 Design of Shear Members A cantilever beam has a span of 3 m. The beam carries a uniform service load w = 22 kN/m includes the weight of the beam. There is no lateral support other than that at the fixed end. Properties of W 10 x 77

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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Need right complete solution Step by step please

Problem 2 Design of Shear Members
A cantilever beam has a span of 3 m. The beam carries a uniform service
load w = 22 kN/m includes the weight of the beam. There is no lateral
support other than that at the fixed end.
Properties of W 10 x 77
258.83
P
|2.10
w = 22 kN/m
(K = 38.1
d = 269.24
h
1.5 m.
(K = 38.1
3 m.
|22.10
A = 14581 mm²
Lp = 2.799 m
d = 269.24 mm
L; = 13.811 m
bị = 258.83 mm
Lb = 3 m
tị = 22.10 mm
Fy
345 MPa
%3D
tw = 13.46 mm
K = 38.10 mm
Sx = 1408 x 103 mm³
E = 200,000 MPa
Zx = 1599 x 103 mm³
a. Determine the value if the service load P due to the max. shear
strength of the beam using LRFD.
b. Determine the value if the service load P due to the max. shear
strength of the beam using LRFD.
c. Determine the value of the service load P due to the flexural
strength of the beam using LRFD.
d. Determine the value of the service load P due to the allowable
bending strength of the beam using ASD.

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