1. The floor system of an apartment building consists of a 100-mm-thick reinforced concrete slab resting on three steel floor beams,which in turn are supported by two steel girders, as shown in theFigure. The areas of cross section of the floor beams and thegirders are 11,800 mm2 and 21,100 mm2, respectively. Determinethe dead loads acting on the beam CD and the girder AE.–7.5 m-Steel girder(A = 21,100 mm?)B-Steelcolumn-100 mmconcrete slabCD2 at 3.6m=7.2mSteel floor beam(A = 11,800 mm2).E

Given Slab thickness = 100 mm Area of floor beams = 11800 mm2 Area of girders = 21100mm2

Answered: 1. The floor system of an apartment…

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 floor system of an apartment building consists of a 4-inch-thick reinforced concrete slab resting on three steel floor beams, which are in turn supported by two steel girders, as shown below. 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 live load acting on beam CD.
The floor system of an apartment building consists of a 100-mm-thick reinforced concrete slab resting on three steel floor beams, which in turn are supported by two steel girders, as shown in the Figure. The areas of cross section of the floor beams and the girders are 11,800 mm^2 and 21,100 mm^2, respectively. Determine the dead loads acting on the beam CD and the girder AE.
PROBLEM 1: The homogeneous structure shown weighs 21.45 kN per square meter of cross-section. The structure is subject to horizontal uniformly distributed load P1 and triangularly distributed load P2 perpendicular to side AB. Given: H1 = 9 m; H2 = 6 m; H3 = 12 m X1 = 6 m; X2 = 5 m P1 = 220 kN/m; P2 = 280 kN/m 4 Magnitude of resultant, R 4314.04 5 Angle of resultant direction from x-axis, θx 86.01 6 Distance of resultant from C measured along line CD, X 9.116
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PROBLEM 1: The homogeneous structure shown weighs 21.45 kN per square meter of cross-section. The structure is subject to horizontal uniformly distributed load P1 and triangularly distributed load P2 perpendicular to side AB. Given: H1 = 9 m; H2 = 6 m; H3 = 12 m X1 = 6 m; X2 = 5 m P1 = 220 kN/m; P2 = 280 kN/m Required Answer Equivalent force of uniform load P1 1980.00 Total weight of the structure, W 3603.60 Horizontal component of the resultant, Rx 300.00
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6.3 Determine the wall shearing stress in a pipe of diameter 100mm, which conveys water. The velocities at the half the diameter from boundary is 2 m/s. The local velocity at 20mm from the pipe wall is 1.5m/s and the flow is turbulent,
A Triangular gate having a horizontal base of 1.30 m and an altitude of 2 m is inclined 45o from the vertical with vertex pointing upward. The base of the gate is 2.70 m below the surface of oil (s = 0.80). What normal force must be applied at the vertex of the gate to open it? Show figure
Two blocks are connected by a light, flexible cable that passes a frictionless pulley. Block A weighs 500N and block B weighs 200N. The coefficient of static friction between A and the ramp is 0.30. Determine: (a) If the motion is impending down the plane, what is the tension force in the cable connecting Block A and Block B. (b) Are the two block in equilibrium state? 3 dec places pls
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