For the beam shown, 3V a. draw SFD and BMD, b. prove that for the isosceles, Tmax. = bh C. if Ball = 120MPa, and Tall = 70 MPa, find the required base (b).. d. draw the shear stress dist, at section of max. -ve. Shear force 5 KN b-H 2 KN Ang RB = 19.42 KW, RD=-8092KN 2₁V=C₁², -10.5, +8.92, + 8.92 KN m m D M0/1305, +13.26, -26.71,0 h=240 A A B mm 5. b =93mm 40KN.m 3m - 3m 3m رمت مشاري امين)

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
For the beam shown,
3V
bh
a. draw SFD and BMD, b. prove that for the isosceles, Tmax. =
C. if Ball = 120MPa, and Tall = 70 MPa, find the required base (b)..
d. draw the shear stress dist, at section of max. -ve. Shear force.
1
2 KN
5 KN
bu
m
Ang RB = 19.42 kW, RD=-8092KN
7₁V=C²₁ -10.5, +8.92, + 8.92 KN
M=0, 1305, +13.26, -26.74,0
5₁ b = 93 mm
F
h=240
A
B
mm
40KN.m 3m
3m
+3m
ثلث شارل سامین)
Transcribed Image Text:For the beam shown, 3V bh a. draw SFD and BMD, b. prove that for the isosceles, Tmax. = C. if Ball = 120MPa, and Tall = 70 MPa, find the required base (b).. d. draw the shear stress dist, at section of max. -ve. Shear force. 1 2 KN 5 KN bu m Ang RB = 19.42 kW, RD=-8092KN 7₁V=C²₁ -10.5, +8.92, + 8.92 KN M=0, 1305, +13.26, -26.74,0 5₁ b = 93 mm F h=240 A B mm 40KN.m 3m 3m +3m ثلث شارل سامین)
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