Uniform load ( figi 18, NDS beamm ta bles) wa? %3D M. 2 M. *い-な) (typo in to ble) Mz Note: l,a , &w piug in ran usually are numbers. point load My Pa M3 by similar triangles: My = My. Sum both moment diograms ( supar position) Mo -M3 Min negative ment ; Ma + My M2 Moment ad b : M, - M 3 Note: Moment at b wil andrf be close t. the max il wl >» P In olher cases, wise the fonchos of* in the bramm tables ise the fooc fias of. * in the beam
Uniform load ( figi 18, NDS beamm ta bles) wa? %3D M. 2 M. *い-な) (typo in to ble) Mz Note: l,a , &w piug in ran usually are numbers. point load My Pa M3 by similar triangles: My = My. Sum both moment diograms ( supar position) Mo -M3 Min negative ment ; Ma + My M2 Moment ad b : M, - M 3 Note: Moment at b wil andrf be close t. the max il wl >» P In olher cases, wise the fonchos of* in the bramm tables ise the fooc fias of. * in the beam
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The following two questions refer to the beam below and the following values: w1 = 0.5, w2 = 0.1, l = 25, and a = 8. Give numerical answers to one decimal place.
a. What is the negative moment at the roller (absolute value)?
b. What is the moment at the point of maximum moment in Fig. 18 of the NDS moment diagrams (the value of moment at this point is marked "M1")? Give your answer with the correct algebraic sign.
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