The beam is indeterminate to the first degree. Force in member BD is chosen as the redundant. This member is therefore sectioned to eliminate its capacity to sustain a force.

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 5.8.1P: Compute the nominal shear strength of an M107.5 of A572 Grad 65 steel.
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Principle of superposition
The beam is indeterminate to the first degree. Force in member
BD is chosen as the redundant. This member is therefore
sectioned to eliminate its capacity to sustain a force.
60 kN/m
3 m
1.8 m
60
45
actual structure
(a)
160 kN/m
B
FaD
redundant
рrimary
structure
ARD
FRp applied
Fap
D
Transcribed Image Text:Principle of superposition The beam is indeterminate to the first degree. Force in member BD is chosen as the redundant. This member is therefore sectioned to eliminate its capacity to sustain a force. 60 kN/m 3 m 1.8 m 60 45 actual structure (a) 160 kN/m B FaD redundant рrimary structure ARD FRp applied Fap D
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