A beam with a span of 7.0 m between supports has an overhanging extended part of 2.0 m on one side only. The beam carries a uniform dead load of 30 kN/m (including its own weight) and a uniform live load of 18 kN/m. Design the smallest singly reinforced rectangular section to be used for the entire beam. Select steel for positive and negative moments. Use f 'c = 30 MPa, fy=400 MPa, and b=300 mm). (Determine the maximum positive and maximum negative moments by placing the live load once on the span and once on the overhanging part. 7.0 m 2.0 m

A beam with a span of 7.0 m between supports has an overhanging extended part of 2.0 m on one side only. The beam carries a uniform dead load of 30 kN/m (including its own weight) and a uniform live load of 18 kN/m. Design the smallest singly reinforced rectangular section to be used for the entire beam. Select steel for positive and negative moments. Use f 'c = 30 MPa, fy=400 MPa, and b=300 mm). (Determine the maximum positive and maximum negative moments by placing the live load once on the span and once on the overhanging part. 7.0 m 2.0 m

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

Unless otherwise stated, it is usually assumed that the azimuth of a line is measured
Calculate Ix and ly of the plane regions shown. 6 in 2 in 8 in 8 in- X
Define the method of locating the neutral plane.
In orthographic projection, the lines of sight are ______ to one another a. always perpendicular b. always parallel c. neither parallel nor perpendicular
Solve for the centroid C(x.y) 20mm 50mm -30mm- 35mm 25mm
Question 4 If the vertical angle of a line is +36°, what is the zenith angle? not available O 144° 306° 54°
1. Find the location of the centroid of the plane region. y 14 70 -35–35- Dimensions in mm
Defend the theory of projection of the non-existence of second and fourth angle orthographic projection.
5