Example 14.6 of wod no o n A flat slab is supported on 600 mm dia circular columns spaced 8 m x 6 m apart in both directions. The column head has a diameter of 120 cm. slab is 5 kN/m². Determine the moments in the flat slab along its 8 m span. The live load on the flat Example 14.7 question Determine the unbalanced moments in an interior column of the flat slab of example 14.6. Also, check the flat slab in shear at an interior support.

Example 14.6 of wod no o n A flat slab is supported on 600 mm dia circular columns spaced 8 m x 6 m apart in both directions. The column head has a diameter of 120 cm. slab is 5 kN/m². Determine the moments in the flat slab along its 8 m span. The live load on the flat Example 14.7 question Determine the unbalanced moments in an interior column of the flat slab of example 14.6. Also, check the flat slab in shear at an interior support.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Problem Sets: 2) A truck and trailer combination having the axle loads as shown in the figure rolls across the simply supported beam with a span of 13 meters. Determine the maximum shear force and bending moment and draw the shear and bending moment diagrams where the maximum moment occurs. P1=20 KN P2=60 KN P3=40 KN 3m 6m whian 13m
Calculate and illustrate the magnitude loading in kN/m acting at beam CF. Thank you
1. A platform supporting a load hangs from point B. Ignore weights of the rod AB, the strut BC, and the platform. Rod AB is a circular steel rod with a diameter of 20mm. If the load on the platform weighs 72KN, find (a) the average stress in AB and (b) the change in length of AB. 2.4 m B 1.8 m
1. A 6.4 - m beam has a pin support at the leftmost part of the beam and a roller support located at 4 meters from the pin support. It carries a uniformly distributed load of 40 kN/m throughout its entire length. Using shear and moment diagram, A. Calculate the maximum shear. B. Calculate the maximum moment. C. Determine the most economical and lightest S-shape if the flexural stress is equal to 120 MPa. D. Calculate the actual bending stress of the chosen beam.
A simply supported beam column of 4 cm × 6 cm cross-section, 1.5 m long is subjected to an axial load of 8 kN in addition to a transverse concentrated load of 15 kN at a distance of 50 cm from one end. Determine the maximum deflection and the maximum stress in the column. Take E = 200 GPa
A simply supported beam AB = 10 m has a hollow rectangular cross-section with 10 cm as width, 23 cm as depth and inner thickness as 2 cm is subjected to a point load of 8 N & 9 N acting at C and D respectively and a uniformly distributed load (UDL) of 8 N/m starts from mid-span and ends at the right support of the beam. Determine the maximum bending stress and the bending stress at 2 cm from the top. Take AC = 1 m & CD = 1 m. iv) Maximum Bending Moment (Please write the Maximum bending moment valve in "Nm") = v) Moment of Inertia, I = vi) Maximum bending stress = vii) Bending stress at 2 cm from the top =
A steel beam, of lengths a = 6 m and b = 3 m and a hollow box cross section, is supported by a hinge support A and roller support B, see Figure Q.1. The width and height of the cross section are 200 mm and 300 mm, respectively, and the wall thickness of the cross section is 5 mm. The beam is under a distributed load of the intensity that linearly varies from q=0 kN/m to q = 3.1 kN/m for AB span; and is constant with q = 3.1 kN/m for BC span. The Young's modulus of steel is 200 GPa. A y, v a 5 mm 200 mm Figure Q.1 9 A B 300 mm b C X
Question #1 Determine the reactions at the supports using force method. El is constant. 50kg 20kg/m 1m 2m Question #2 Determine the reaction at each support using slope-deflection method. El is constant.
A steel beam, of lengths a= 6 m and b= 3 m and a hollow box cross section, is supported by a hinge support A and roller support B, see Figure Q.1. The width and height of the cross section are 200 mm and 300 mm, respectively, and the wall thickness of the cross section is 5 mm. The beam is under a distributed load of the intensity that linearly varies from q = 0 kN/m to q = 3.1 kN/m for AB span; and is constant with q= 3.1 kN/m for BC span. The Young's modulus of steel is 200 GPa. Part A Calculate: A y, v a 5 mm 200 mm Figure Q.1 9 S B 300 mm b с X
A wooden beam 150mm wide by 300mm deep is loaded as shown. If the maximhm flexural stress is 8MN/m^2. Find the maximum values of1.)W(kN/m)2.) P (kN)