Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Chapter 2, Problem 4P
To determine
Find the axial load acting on column A, F, and H of the framing system.
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The floor of an apartment building, shown in Fig. P2.3, is subjected to a uniformly distributed load of 45 psf over its surface area. Determine the loads acting on the floor beams AF, BG, and CH and the girders AC and FH of the framing system.
The roof of a single-story storage building, shown in Fig. P2.1, is subjected to a uniformly distributed load of 0.96 kPa over its surface area. Determine the loads acting on the floor beam BE and the girder AC of the framing system.
The floor area of an apartment building is subjected to a uniformly distributed load of 45 psf over its surface area. Determine the loads acting on the floor beams AF, BG, and CH and the girders AC and FH. Also determine the axial loads acting on the columns A, F and H.
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- 1. Calculate the bar force in member CD due to REAL loads in kN.0 2. Calculate the bar force in member CF due to REAL loads in kN.0 3. Calculate the bar force in member DG due to REAL loads in kN.0arrow_forwardA two story office building has interior column spaced at 6.7m apart in two perpendicular directions. If the flat of the roof live loading is allowed to be reduced live load of an interior column located at the ground floor level. Using NSCP 2010, determine the following: a.) basic roof live load in kPa b.) roof live load in kN forthe column c.) basic floor live load due to occupancy in kPa d.) reduced floor live load in kN for the column e.) total live load supported by the ground floor columnarrow_forwardThe floor system of an apartment building consists of a 4 in. thick reinforced concrete slab resting on three steel floor beams, which in turn are supported by two steel girders, as shown in Fig. P2.5. The areas of cross section of the floor beams and the girders are 18.3 in.2 and 32.7 in.2 , respectively. Determine the dead loads acting on the beam CD and the girder AE.arrow_forward
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