Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Transcribed Image Text:3. (a) Slope at A and B; (b) deflection at F, C and E.
F
4 kN/m
1m
A
1 m
6 kN/m
|C
m
4 kN/m
1 m
E
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- 3. Solve the a) slope at C and b) deflection at B using either AMM or DIM. Use of direct formulas not allowed. 60KN B A ic 4.2m 3marrow_forwardCompute the maximum deflection of the given beam below. (kN-m) Note: Use two (2) decimal places in the final answer. 10 kN 8 kN/m 15 kN B C D 1.0 m , 1.0 m 2.0 m 2.0 m O887.40/EI O none of the above O 1127.49/EI O-648.90/EIarrow_forwardSolve using superpositional methodarrow_forward
- EI=300MNm^2arrow_forwarddetermine the slope at the free and on the beam using conjugate beam method. The homogeneous steel cantiliver beam has a moment of intertia on point A to point B of 2500×10^6mm4 and from point B tk point C of 1250×10^6mm4. show complete solution.arrow_forwardfind the deflection and slope in A and in c with Method of superposition 8 kN 20 kN A B C 3 2 D marrow_forward
- 2. Compute the value of Els at the right end of the overhanging beam and at 6m from the leftsupport. |360 Ь 120 lb/ft E12t-arrow_forwardDetermine the slope at B and the maximum displacement of the beamshown below. Usethe moment area theorems. Take E = 29(103) ksi, I = 500 in4arrow_forwardPlease provide FDB if neccessary. Complete solution pleaseee <3.arrow_forward
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