Prob. 10-12: 10. Determine the reaction at A in KN. 11. Calculate the reaction at C in KN. 12. If a downward rectangular uniform load of 15 KN/m is added at span BC, what is the change in to d. 52.64 amb a'ineb d. 44.92 Y bns mang- Reaction at C? a. 45.02 b. 43.34 30KN start 9 baol sine mumixen a. 39.57 a. 27.68 b. 68.12 b. 39.17 c. 40.83 c. 34.82 c. 17.48 d. 29.17 y to nettel bemoo art stoon330 meldown to ancifulce visaessen world to 150KN los pernoo eta Esepiono spemo temos di m GS K-M marts elevh erf woled eupit erit novic ve -1m 3m+ im + 2mx 2 en ti noiloennoo erit ni beliggs ec Fast etsiq erit ni aasta

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Prob. 10-12:
a. 39.57
10. Determine the reaction at A in KN.
11. Calculate the reaction at C in KN.
12. If a downward rectangular uniform load of 15 KN/m is added at span BC, what is the change in to wted
a. 27.68
c. 40.83
c. 34.82
d. 52.64 amb a'Inabuse
d. 44.92Y bns manpos
Reaction at C?
b. 43.34
c. 17.48 d. 29.17
a. 45.02
rose etniog a coloris nuoy to netfel toemoo art slo
b. 68.12
b. 39.17
3000
meldown to anoitulce visseepen worla catol
150KN
30KN wens tosmos 15
not fog meno elg Espiono mo
AB
niso tad 9 baol sice mumixer
prinsed erit bre MT-1m
stake
G5 KN-M
3m + Im +
menos elevh erf woled eupit si nevi
2m²2rl ti noiloeningo erit ni beliqqs ed
Mest of batimil ei astalq erit ni aaste
MX 84.081
VT.sar d
B
1
t
Transcribed Image Text:Prob. 10-12: a. 39.57 10. Determine the reaction at A in KN. 11. Calculate the reaction at C in KN. 12. If a downward rectangular uniform load of 15 KN/m is added at span BC, what is the change in to wted a. 27.68 c. 40.83 c. 34.82 d. 52.64 amb a'Inabuse d. 44.92Y bns manpos Reaction at C? b. 43.34 c. 17.48 d. 29.17 a. 45.02 rose etniog a coloris nuoy to netfel toemoo art slo b. 68.12 b. 39.17 3000 meldown to anoitulce visseepen worla catol 150KN 30KN wens tosmos 15 not fog meno elg Espiono mo AB niso tad 9 baol sice mumixer prinsed erit bre MT-1m stake G5 KN-M 3m + Im + menos elevh erf woled eupit si nevi 2m²2rl ti noiloeningo erit ni beliqqs ed Mest of batimil ei astalq erit ni aaste MX 84.081 VT.sar d B 1 t
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