12 P M N 12 K 12 15 - 20-- 24ー- 20 P13.15
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
(a) All beams of the frame in Figure P13.15
have the same cross section and carry a uniformly distrib-
uted gravity load of 3.6 kips/ft. Estimate the approximate
value of axial load and the moment at the top of columns
AH and BG. Also estimate the shear and moment at each
end of beams IJ and JK. (b) Assuming that all columns
are 12 in square (I = 1728 in.4
) and the moment of inertia
of all girders equals 12,000 in.4
, carry out an approximate
analysis of the second floor by analyzing the second-floor
beams and the attached columns (above and below) as a
rigid frame.

Transcribed Image Text:12
P
M
N
12
K
12
15
- 20-- 24ー-
20
P13.15
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