The nails are on both sides of the beam and each can resist a shear of F. If the beam is subjected to the loadings shown, determine the maximum load P that can be applied to the end of the beam. The nails are spaced d mm apart and the allowable shear stress for the wood is tallow. d mm q (kN/m) 40 mm B T 200 mm -1.5 m- -1.5 m 200 mm 20 mm 20 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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d(mm)=125 q(kN/m)=3.0 F(kN)=2.0 T allow(MPa)= 2.5
The nails are on both sides of the beam and each can resist a shear of F. If the beam is subjected
to the loadings shown, determine the maximum load P that can be applied to the end of the beam. The
nails are spaced d mm apart and the allowable shear stress for the wood is tallow.
d mm
q (kN/m)
40 mm
IB
T 200 mm
-1.5 m
1.5 m
- 200 mm 20 mm
20 mm
Transcribed Image Text:The nails are on both sides of the beam and each can resist a shear of F. If the beam is subjected to the loadings shown, determine the maximum load P that can be applied to the end of the beam. The nails are spaced d mm apart and the allowable shear stress for the wood is tallow. d mm q (kN/m) 40 mm IB T 200 mm -1.5 m 1.5 m - 200 mm 20 mm 20 mm
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