The 7.2m simply supported beam is loaded with a uniform load Wu. It has an effective depth of 430mm and a width of 250 mm. It has 2-legged 10mm diameter stirrups spaced at 130mm on centers all throughout the beam length. Determine the maximum Wu that the beam can carry based on the shear capacity of the beam. Use fc' =21MPa and fy= 276MPA.

The 7.2m simply supported beam is loaded with a uniform load Wu. It has an effective depth of 430mm and a width of 250 mm. It has 2-legged 10mm diameter stirrups spaced at 130mm on centers all throughout the beam length. Determine the maximum Wu that the beam can carry based on the shear capacity of the beam. Use fc' =21MPa and fy= 276MPA.

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

x steel beam 12m long is fixed at both ends and carries a superimposed uniformly distributed load of 35kN/m. The beam is W18x46 whose relevant properties are shown below. Properties: Flange width bf= 153.9mm Flange thickness tf= 15.4mm Overall depth d= 458.7 Web thickness tw = 9.1mm Bearn weight = 68.5kg/m Moment of inertia = 296, 357x10 ³mm² Which of the following most nearly gives the maximum shear stress in the web? Select the correct response: 48.22Mpa 54.92Mpa 58.22Mpa 34.92Mpa
The propped beam is 10m long and is required to carry a load of 250kN as shown. If the yield stress steel is 248MPa, determine the plastic moment capacity of the beam if a load factor against failure is 1.2 Pu 3 7 THOUGH
STRENGTH OF MATERIALS I NEED URGENT HELP FOR MY QUESTION PLS
HELP MEEEE
namber 22
Please explain all options..
The beam is subjected to a uniform live load of1.2 kN/mkN/m, a dead load of 0.5 kN/mkN/m, and a single live load of 45 kNkN. Assume AA and CC are roller, and BB is a short link. Follow the sign convention. The distributed live load can be applied to several segments of the beam that are not necessarily adjacent. (Figure 1) A)The beam is subjected to a uniform live load of1.2 kN/mkN/m, a dead load of 0.5 kN/mkN/m, and a single live load of 45 kNkN. Assume AA and CC are roller, and BB is a short link. Follow the sign convention. The distributed live load can be applied to several segments of the beam that are not necessarily adjacent. (Figure 1) B)Determine the maximum positive shear at EE. y D B E 4 m 4 m 4 m 4 m
Plz, solve this problem using Flexibility method and show all the steps one by one and draw SFD and BMD Structural Analysis-2
A built up I-section is formed from plates welded together as shown in the figure. It is to be used as a column L = 3.7 m long. All elements are A36 steel and connected such the section is fully effective. Using the following properties, calculate the flexural buckling stress, Fcr, in MPa using theoretical k. Flanges: b = 150 mm, tf = 12 mm Web: h = 310 mm, tw = 6 mm Write your final answer in two decimal places only.
Question (1): A rectangular beam has a width b = 400 mm, and effective depth d= 850 mm and a total height h = 900 mm. The beam is subjected to an ultimate moment M, = 1500 kN.m and an ultimate shear force Vy = 700 kN. 1-) Design the beam for flexure to calculate the required area of steel. 2-) Using stirrups o 10 mm (No.10) diameter, calculate therequired spacing (s) between the stirrups at the ultimate shear force section.