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

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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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.

Uniforem
load (figi 18, NDS
beam ta bles)
wa?
M.
Mz
2.
M.
M2
9.
(typo in teble)
Note: l,a , & w
plug in
Knつun.
us vally
are
Can
num bers.
point
My
Pa
M3 by similar triangles:
My
M3 = My's
Sum both moment diograms ( supar posi tio n
ition)
M, - M3
Min negatiue moment
; M2 + My
M2
Moment ad b :
M, - M3
Note: Mo ment at
and if
b will
be close te the
we » p
In other Cases
tables
ise the fonc tias of
* in the beam
Transcribed Image Text:Uniforem load (figi 18, NDS beam ta bles) wa? M. Mz 2. M. M2 9. (typo in teble) Note: l,a , & w plug in Knつun. us vally are Can num bers. point My Pa M3 by similar triangles: My M3 = My's Sum both moment diograms ( supar posi tio n ition) M, - M3 Min negatiue moment ; M2 + My M2 Moment ad b : M, - M3 Note: Mo ment at and if b will be close te the we » p In other Cases tables ise the fonc tias of * in the beam
W, + W2
Transcribed Image Text:W, + W2
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