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(2A) 3 Point Ax Bending आ 1 – 315 mu 630mm. width= 20. 050 mm Height 0.050mm. 4.35 K Mux doud. 4.347 KN Mux loud 4.35 KN -1 T A₂

(2A) 3 Point Ax Bending आ 1 – 315 mu 630mm. width= 20. 050 mm Height 0.050mm. 4.35 K Mux doud. 4.347 KN Mux loud 4.35 KN -1 T A₂

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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Calculate the Bending Stress using the equation ?? = ?.?max /? , where M is the Bending Moment for each of your two beams. Also calculate the longitudinal shear ? = ?.? /?.? for each beam. Compare and discuss the results for 3 point load and 4 point load. Draw Bending moment diagram and shear force diagram for each test.

2A. 3 Point Ах 2B width: Height 0.050mm Bending ↓ 3TT m = 20.050 mm Mux doud: 4.34741 Mux oud 4.35 KN > 215 630mm. 4 Point bending 13-25kw 4.35 K 1-200mm Mux loudz 6507 width = 20.050mm Height 40. oTomm -315m~ 630 mm 3.25 Klu. ~1-215m. T
Transcribed Image Text:2A. 3 Point Ах 2B width: Height 0.050mm Bending ↓ 3TT m = 20.050 mm Mux doud: 4.34741 Mux oud 4.35 KN > 215 630mm. 4 Point bending 13-25kw 4.35 K 1-200mm Mux loudz 6507 width = 20.050mm Height 40. oTomm -315m~ 630 mm 3.25 Klu. ~1-215m. T
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3 point bendingWidth=20.050mmHeight=40.050mmMaximum load=4.35KN

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