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S'LA cantilever beam shown in Fig, with rectangular section shown. Its carry uniform load wand concentrated load P =12 KN, F-0.5. a- Calculate the instantancous and 6- years long-term deflections at free end b- Check the deflections with ACI-Code limitations. 12 stirrups 60 29 L h 26 29 -bw b. w, kN/m? h, mm Wa mm 21 350 210 1.75 6.25 4.4 450

S'LA cantilever beam shown in Fig, with rectangular section shown. Its carry uniform load wand concentrated load P =12 KN, F-0.5. a- Calculate the instantancous and 6- years long-term deflections at free end b- Check the deflections with ACI-Code limitations. 12 stirrups 60 29 L h 26 29 -bw b. w, kN/m? h, mm Wa mm 21 350 210 1.75 6.25 4.4 450

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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SLA cantilever beam shown in Fig, with rectangular section shown. Its carry uniform load wand concentrated load Pa 12 KN, F-0.5. a- Calculate the instantaneous and 6- years long-term deflections at free end b - Check the deflections with ACI-Code limitations. 12 stirrups 60 29 L 2 29 K-bw Wa w, kN/m? h, mm mm 21 350 210 1.75 6.25 4.4 450
Transcribed Image Text:SLA cantilever beam shown in Fig, with rectangular section shown. Its carry uniform load wand concentrated load Pa 12 KN, F-0.5. a- Calculate the instantaneous and 6- years long-term deflections at free end b - Check the deflections with ACI-Code limitations. 12 stirrups 60 29 L 2 29 K-bw Wa w, kN/m? h, mm mm 21 350 210 1.75 6.25 4.4 450
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