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Problem #3. Compute and plot all moments and sheers. Compute all reactions

Problem #3. Compute and plot all moments and sheers. Compute all reactions

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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Problem #3. Compute and plot all moments and sheers. Compute all reactions

Problem #4. Compute and plot all moments and shears. Compute all reactions

Ro PROBLEM 5mm cable B 8m PROBLEM #2 20ft 16 ft Compute ventical displa ent A = 5 x 10 E = 4 2 × 108 KM² BEAM: I = 200 x 10 m A = 1,25 x 10 -2 B PROBLEM #3 12 f+ 5m c5ft 4m 13f+ ㅏ 12 ft PROBLEM C 8 B 15ft k CABLE : 17f+ P = 12 KN Compute vertical displacement of E if: a) 100 kips acts downward At A A unit force acts down at E E # 4 40 км 4m AB= 6 in² CE = 4im² B 8 ft C 4 E = 3x10 kips/im² 4m 15(+ โป де 2 4 kips 4. F 2 AD = 4.5 in ² BC=2514² 2 Com pute and plot all moments and shears Compute all veactions Ć 10M I AC = 4.0 in ² CD = 2.5i4² Fcp = 680 in 4 AB IBC = ICF = 1060 in ² 4 IBE = 935 4 40KN 4m compute all Compute and plot all moments and shears reactions. O THAT + k 4m EI = Coust.
Transcribed Image Text:Ro PROBLEM 5mm cable B 8m PROBLEM #2 20ft 16 ft Compute ventical displa ent A = 5 x 10 E = 4 2 × 108 KM² BEAM: I = 200 x 10 m A = 1,25 x 10 -2 B PROBLEM #3 12 f+ 5m c5ft 4m 13f+ ㅏ 12 ft PROBLEM C 8 B 15ft k CABLE : 17f+ P = 12 KN Compute vertical displacement of E if: a) 100 kips acts downward At A A unit force acts down at E E # 4 40 км 4m AB= 6 in² CE = 4im² B 8 ft C 4 E = 3x10 kips/im² 4m 15(+ โป де 2 4 kips 4. F 2 AD = 4.5 in ² BC=2514² 2 Com pute and plot all moments and shears Compute all veactions Ć 10M I AC = 4.0 in ² CD = 2.5i4² Fcp = 680 in 4 AB IBC = ICF = 1060 in ² 4 IBE = 935 4 40KN 4m compute all Compute and plot all moments and shears reactions. O THAT + k 4m EI = Coust.
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