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unt borera-U Am VOX 001 2 k/ft 12 ft 23000000 2-28. Determine the reaction components for the simple beam of singit Figure 2-81. me 0000002 20i1919 MIE-S. C 2-28M. Determine the reaction components for the simple beam of Figure 2-81M. Figure 2-81 10 k do E- anim1919 mm B 3 ft E re- Figure 2-88M Moor A 3 m Con 30 kN 10 kN/m 6m Figure 2-81M 40 kN 3 m ember B

unt borera-U Am VOX 001 2 k/ft 12 ft 23000000 2-28. Determine the reaction components for the simple beam of singit Figure 2-81. me 0000002 20i1919 MIE-S. C 2-28M. Determine the reaction components for the simple beam of Figure 2-81M. Figure 2-81 10 k do E- anim1919 mm B 3 ft E re- Figure 2-88M Moor A 3 m Con 30 kN 10 kN/m 6m Figure 2-81M 40 kN 3 m ember B

Structural Analysis
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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Question
ROBLEMS oment boreda-U ors 107 21090000 10 2-28M. A T VX 001 2 k/ft 12 ft Figure 2-86M 210800gmdo da snimissa .re- 2-28. Determine the reaction components for the simple beam of the taugh me ‒‒‒‒‒‒‒‒ Figure 2-81 Figure 2-81. 10 k EB-S onugi ads.90 1919 MIE-S Determine the reaction components for the simple beam of Figure 2-81M. 3 ft B 11 3-S A rea oor tion components 30 kN 3 m 1 m 10 kN/m 6m for for the rigid the Figure 2-81M 40 kN 3 m member in B
Transcribed Image Text:ROBLEMS oment boreda-U ors 107 21090000 10 2-28M. A T VX 001 2 k/ft 12 ft Figure 2-86M 210800gmdo da snimissa .re- 2-28. Determine the reaction components for the simple beam of the taugh me ‒‒‒‒‒‒‒‒ Figure 2-81 Figure 2-81. 10 k EB-S onugi ads.90 1919 MIE-S Determine the reaction components for the simple beam of Figure 2-81M. 3 ft B 11 3-S A rea oor tion components 30 kN 3 m 1 m 10 kN/m 6m for for the rigid the Figure 2-81M 40 kN 3 m member in B
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