Civil **Design of a Bearing Plate for a Steel Beam**A bearing plate is to be designed for a W21x62, A36 steel beam that will sit on a reinforced concrete wall (f'c = 21 MPa) with a thickness of 200 mm. The bearing plate material has a yield strength (Fy) of 345 MPa. The end reactions include a service dead load of 150 kN and a live load of 300 kN. Determine the following using Allowable Stress Design (ASD):1. **Required Minimum Width and Thickness** Calculate the minimum width (B) and thickness of the bearing plate, assuming it is positioned at the center of the concrete wall. - Use length N = 150 mm. - Determine B in mm, rounding up by 10 mm or 25 mm increments.2. **Required Thickness of the Bearing Plate** If B = 300 mm and N = 200 mm, calculate the thickness (t) of the bearing plate. - Determine t in mm, rounding up to the nearest whole number.The calculations will ensure that the designed bearing plate can adequately support the given loads within the specified material properties and constraints.

The steel section used as bearing plate = W2162The yield strength of steel (fy) = 345 MPaThe…

A bearing plate is to be designed for a W21x62, A36 steel beam that will sit on a reinforced concrete wall (f'c = 21 MPa) 200 mn thick. The bearing plate material has Fy = 345 MPa. The end reactions are a service dead load of 150 kN and live load of 300 KN. Determine the following using ASD: 1. Required minimum width and thickness of the bearing plate calculated assuming it is positioned at the center of the concrete wall. Use length N = 150 mm. B = [B] mm. Round up

A bearing plate is to be designed for a W21x62, A36 steel beam that will sit on a reinforced concrete wall (f'c = 21 MPa) 200 mn thick. The bearing plate material has Fy = 345 MPa. The end reactions are a service dead load of 150 kN and live load of 300 KN. Determine the following using ASD: 1. Required minimum width and thickness of the bearing plate calculated assuming it is positioned at the center of the concrete wall. Use length N = 150 mm. B = [B] mm. Round up

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 3 THE BUILDING IN FIG. P1.1 IS USED FOR LIGHT STORAGE SPACE. THE SLAB 16 250 MM. THICK. THE BEAMS ARE 400 MM. WIDE AND HAVE A TOTAL DEPTH OF 500 MM, THE BAY DIMENSIONS ARE 6M IN THE X DIRECTION AND 7.5 M IN THE Y DIRECTION, AND THE CUPERIMPOSED SPRINKLER DEAD LOAD IS 0-25 KPA. CALCULATE THE SLAB FACTORED LOAD IN KPA AND THE BEAM FACTORED LOAD IN KN/M. SOLUTION:
Can materiald be exempt from hooke's law?
Nice, thanks. But where that 10 kN/m2 come
Describe about the Horizontal Drainage.
Draw the following lot bearings on 1:100 scale
1. [* r/2 ptan y sec y x'cos' ydxdy
How does settlement affect the structure?
Define ground moraine.
subtract the numbers. 1,735 quarts-466 quarts
Define wales.