b KN c KN ա ք E wp em C e. Bending moment at column AC, MAC f. SOLVE FOR d,e, and f a KN 21 B 31 31 41 F 41 21 21 fm G K 31 Bending moment at girder ED, MED 31 31 gm 51 E 51 H 51 L a. 20 kn b. 18 kn c. 15 kn d. 3.80 m e. 4.20 m f. 4m g. 4.50 m 21 41 fm M
b KN c KN ա ք E wp em C e. Bending moment at column AC, MAC f. SOLVE FOR d,e, and f a KN 21 B 31 31 41 F 41 21 21 fm G K 31 Bending moment at girder ED, MED 31 31 gm 51 E 51 H 51 L a. 20 kn b. 18 kn c. 15 kn d. 3.80 m e. 4.20 m f. 4m g. 4.50 m 21 41 fm M
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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ANSWER PLEASE!! SOLVE d, e and f
Problem : The indeterminate frame shown below is loaded with lateral forces applied on each level. Using Factor Method, draw the approximate moment and shear diagram of the structure due to the applied loads. Show your complete solution from the determination of girder/column factor, carry over factor, girder/column moment factor up to computation of end-moment for each member.
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