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Determine the reaction forces and draw the shear and moment diagrams using the moment distribution method
analyze th beams using the moment-distribution method and draw the shear and moment diagrams . EI is constant for all spans unless noted otherwise 40k 50k 24 klf 50k A B D- Forf or or UUU 40 ft 40k 50k 24 klf 50k A B D- Forf or or UUU 40 ft
3) Draw the shear and moment diagrams for the beam, and determine the shear and moment throughout the beam as functions of x for 0 <=x<= 6 ft and 6 ft <= x <= 9 ft. 4 kip
calculate reaction forces at the supports. Draw shear & moment diagrams to find the critical location. 3 kN/m III IIIII 4 m
USE THE FORCE METHOD TO DETERMINE THE REAGUONS THE SUPOORS, DRAW THE SHEAR AND MOMENT DIAGRAMS. ASSUME A IS FIXED AND B IS A ROLLER. EL s CONSTANT Ay = ? 20K Ax= ? Ma = ? S'O By: ?
Determine the reactions and draw the shear and bending moment diagrams for the shown beam using slope-deflection method.
Draw the shear and moment diagrams for the beam and determine the maximum shear and the maximum moment. 15 kN 5 kN/m 80 kN.m B Sm 5 m
Draw the shear and moment diagrams for the beam and determine the maximum shear and the maximum moment.
Problem 2 a) Draw the shear and moment diagrams ints 1.5 in. using the method of section (equation method) 200 lb 100 lb/ft 1.25 in 12 in. BX 300 lb-ft b) Determine the absolute maximum z bending stress in the beam, and sketch the stress distribution acting over the cross section. Set b 13 in. 1.5 in. 16 in. 1 ft 4 ft 1 ft
-find the reaction forces at A & B. -shear and moment diagrams -locate where the shear is zero and bending moments are at a maximum positive and negative. Convert any decimals to closest feet and inches 1/8 inch. 2.0m (o. o KN 10,0 KN 2.0m 2.om
EI is constant analyze the beam using the moment distribution method and draw shear and moment diagram 3.6 kif P13.2 - 50 ft в с — 30 ft — 50 ft – Problem 13.2