6.13 The uniformly distributed load of intensity wo acts on the central portion of the simply supported beam. (a) Derive the expression for El&max - (Hint: Utilize symmetry and analyze the left half of the beam.) (b) Calculate ômax and maximum bending moment for a W200 x 22.5 section using the following data: a = b = 2 m, wo = 3.6 kN/m, and E = 200 GPa. wo B -a - 2b -a- FIG. P6.13

6.13 The uniformly distributed load of intensity wo acts on the central portion of the simply supported beam. (a) Derive the expression for El&max - (Hint: Utilize symmetry and analyze the left half of the beam.) (b) Calculate ômax and maximum bending moment for a W200 x 22.5 section using the following data: a = b = 2 m, wo = 3.6 kN/m, and E = 200 GPa. wo B -a - 2b -a- FIG. P6.13

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

Help
Determine the slope and deflection at point B of the steel beam shown. The reactions have been computed. E = 29(103) ksi, I = 800 in4.
2. The maximum bending moment for a 6 meters freely supported beam has been found to be 15.5 kN-m. If the allowable bending stress is 9. 27 MPa, design the beam with respect to bending. Use E = 13, 990 MPa a. Investigate if the computed dimensions will not exceed the allowable shearing stress of 0.90 MPa. b. Investigate if the computed dimensions will not exceed the allowable deflection of L/360.
A simply supported beam AB is subjected to a uniformly distributed load and a concentrated load as shown. The midspan deflection if E = 200 GPa and 1 = 3 x 106 mm² is: 20 KN 4 kN/m 3.5 m Select the correct response: 8.98 16.38 38.54 22.54 Continue > < Previous 0.5 m
The simply supported beam shown carries a load that varies from zero at A to 48KN/m at B. Compute (a) slope of the elastic curve at A; (b) slope of the elastic curve at B; (c) deflection 4m to the right of A. EI = constant 48 kN/m 6 m
D (5000 mm?) (4000 mm (5000 mm?) 3 m (4000 mn) (5000 mm) B (5000 mm?) A 100 kN 2 panels at 4 m 8 m E = 200 GPa Analyze the truss shown using MCD. Determine the force in member AE. For reactions that is downward and going to the left, input your answers as negative. * („uu 000) /4000 mm)
Subject: civil engineering
The 100 N block hits the simply supported beam at its mid span after a drop of 10mm as shown in the figure, consider flexural rigidity of the beam as 1728N-m². The dynamic deflection (in mm) at mid span is 100N W 0.6m 10mm 0.6m
Asap pls
The 75-lb block has a downward velocity of 2 ft/s when it is 3 ft from the top of the beam. Determine the maximum bending stress in the beam due to the impact, and calculate the maximum deflection of point B. Ew = 1.9(103) ksi.
Hi . See example qno2 . Need like this for 7. U can answer any question with solutions diagrams. No searchable Dont reject my question
Help