Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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11.2 Using the slope-deflection method, compute the end moments of members of the beams shown in Fiqure P11.6. Assume support E settles by 50 mm. E = 200 GPa and l= 600 x 10°mm.
Transcribed Image Text:11.2 Using the slope-deflection method, compute the end moments of members of the beams
shown in Figure P11.6. Assume support E settles by 50 mm. E= 200 GPa and /= 600 ×
10®mm4.
12 kN
14 kN
16 kN
C
E
A
B
ID
|F
k 2 m
2 m,2 m2 m2 m2 m
Fig. P11.6. Beam.
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- 7.37 Use the virtual work method to determine the vertical deflection at joint B of the frame. 1 20 kN/m 150 kN B -1.5 m-+-1.5 m- 4 m 5m El = constant E = 200 GPa 1=500(106) mm4arrow_forwardUsing conjugate beam method, for the beam shown, If E = 200000MPa, I = 20x10^6mm^4. Determine the slope at B and deflection at D.arrow_forwardUse the moment-area method to determine the lateral deflection at point D for the structure shown in Figure 1. 59 kN 100 kN 1m - 1m B D E = 200 GPa I = 1x10-4 m* 4 m A TTTT tarrow_forward
- (1) Using the double integration method, derive the equation of the elastic curve of the cantilever shown in Fig. 1.112. Determine the slope and deflection at the free end if EI = 4000 m²t. 氰 1t/m 3m Fig 1 112 4mt 6 m Fig 1 113 3t/marrow_forwardFor the load and beam shown use the conjugate-beam method to find the deflection at b and the rotation at c. E = 20,000 kN/cm and I = 5,000 cm'. 10 kN to 2 m 2 m 2 m 2 marrow_forward
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