The beam shown, شت تار وان( 3V a. draw sFD and BMD, b. prove that for the isosceles:, Gmax. = oh E if dall = 120MP9, and Tau = 70MPa, find the required base (b)-. 1. draw the shear otress dist, at section of max. -ve. shear force R8 = 19.42 KN, Rp= -8.92KN 2 *V=C, - i0.5,+8.92,+ す92ドN ニ 5, +13.2.6, - 26.4。 '5KN to b - h=240 mm 40KN.m 3m %3D 3m 3m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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I need the answer to the question in engineering resistance
رشك متار ي اين(
For the beam shown,
a. draw sFD and BMD, b. prove that for the isosceles:, Gmax. =
C. if dan = 120MP9, and Tall
el. craw the shear stress dist. at sectionof max. -ve. Shear force.
AnG Ro = 19.42 KN, Rp=-8.92 KN
3V
- 70MPa, find the required base (6)-.
2 kN
5KN
ta b
* V=C, -io.5,+8.92,+す.92ドN
301-1305, +13,26, -26.14,0
h=240
S.b=9 3 mm
40 KN. m
3m
Transcribed Image Text:رشك متار ي اين( For the beam shown, a. draw sFD and BMD, b. prove that for the isosceles:, Gmax. = C. if dan = 120MP9, and Tall el. craw the shear stress dist. at sectionof max. -ve. Shear force. AnG Ro = 19.42 KN, Rp=-8.92 KN 3V - 70MPa, find the required base (6)-. 2 kN 5KN ta b * V=C, -io.5,+8.92,+す.92ドN 301-1305, +13,26, -26.14,0 h=240 S.b=9 3 mm 40 KN. m 3m
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