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Find the reactions of the two statically indeterminate beams shown below using the Force method. Draw...
Find the reactions of two statically indeterminate beams shown below using the force method. draw the shear and moment diagrams. Also draw the deflected shape and indicate points of inflection and regions of positive and negative curves. 2 KNİm 挤C 5 m bm そ
Problem No.1: Solve the following indeterminate beams using slope-deflection method. Find reactions draw shear force and bending moment diagrams. Also show your calculations: 30 kN 10 kN/m 4 m 9 m 6 m El Constant
#1) (65p.) Draw the Shear Force (V) and Bending Moment (M) diagrams of statically indeterminate beam shown in figure using “Force Method". The (roller) support at "B" settles 35 mm. The moment of inertia is given by (1) for regions "AB", "BC" and "CD"; however it is equal to (21) for the region "DE". ("B" is the roller and "E" is the fixed type of support). [The flexural rigidity: El-40000 kNm"] 60 KN 10 kN/m B (1) (1) D (21)...
Please find all reactions with Moment Distribution Method & draw shear/moment diagrams. Please show all work. Thank you in advance! Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw shear and moment diagrams. El is constant. Show your work. 18 kips 24 kips 6 k/ft 16 k/ft 10ft 12 ft 12ft Problem #2: For the indeterminate beam shown below: a) Determine all reactions using the Moment Distribution Method. b) Draw...
Draw the Shear Force (V) and Bending Moment (MI) diagrams of statically indeterminate beam shown in figure using “Force Method”. The (roller) support at "B" settles 35 mm. The moment of inertia is given by (1) for regions "AB", "BC" and "CD"; however it is equal to (21) for the region “DE”. ("B" is the roller and “E" is the fixed type of support). [The flexural rigidity: EI=40000 kNm] 60 KN y 10 kN/m A - Tu (21) 1.5m 11...
2. Draw the moment and shear diagrams for the statically indeterminate structure given below. El is constant. 90 kip 10ft 20ft 10ft
#1) (65p.) Draw the Shear Force (V) and Bending Moment (M) diagrams of statically indeterminate beam shown in figure using "Force Method". The (roller) support at "B" settles 35 mm. The moment of inertia is given by (1) for regions "AB", "BC" and "CD": however it is equal to (21) for the region "DE". ("B" is the roller and "E" is the fixed type of support). [The flexural rigidity: EI-40000 kNm] 60 KN 10 kN/m B L (21) 1.5 X...
Problem 7: Consider the statically indeterminate beam shown below with the given loading. E- 29,000 ksi and I- 600 in a) Use the stiffness method to find the rotation at node 1. b) Determine the unknown reactions using the force-displacement relationships. c) Draw the shear and moment diagrams for the beam. 12 k 2
Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P16.1-P16.5 by using the moment-distribution method. 2 k/ft 36 f24 ft El- constant E -29,000 ksi 1-1,530 in.4
The statically indeterminate beam shown has a fixed support at A and roller supports at B and C. The reactions at those supports are given. a. Draw the shear and moment diagrams for the beam. b. Determine the distance from the point of maximum moment in section BC to the nearest points of inflection (locations where moment = 0, which is where the beam's curvature changes direction). 500 lb 800 lb/ft 10.4 kft D 20 ft 20 ft 15 ft...