From the beam shown with fixed end support at A and rollers at B... From the beam shown with fixed end support at A and rollers at B and C respectively, it carries a uniform load of 2 KN/m along span AB and a concentrated load of 12 KN at the mid span of BC. Using slope deflection method and constant value of El with E = 200,000 MPa and I = 400 x %D 106 mm4. What is the moment MBc in KN-m? Express your final answer in absolute value and use two decimal places. 2 kN/m 12 k A

From the beam shown with fixed end support at A and rollers at B... From the beam shown with fixed end support at A and rollers at B and C respectively, it carries a uniform load of 2 KN/m along span AB and a concentrated load of 12 KN at the mid span of BC. Using slope deflection method and constant value of El with E = 200,000 MPa and I = 400 x %D 106 mm4. What is the moment MBc in KN-m? Express your final answer in absolute value and use two decimal places. 2 kN/m 12 k A

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

For the loaded beam shown, using moment - area method. a. Determine the value of El6 at mid span and under the concentrated load t b. Determine the deflection at mid span and under the concentrated load Use = 200 GPa and l=65.0x106 mmª. %3D 24 kN 18 kN/m B |-1.5 m→-1.5 m–- - 3 m
For the loaded beam shown, using moment - area method. a. Determine the value of Elő at mid span and under the concentrated load t b. Determine the deflection at mid span and under the concentrated load Use = 200 GPa and I=65.0x10€ mm“. 24 kN 18 kNim B |-1,5 m--1.5 m→ 3 m
w kN/m A L/3 ↓ L/3 ↓ L/3 A 9m long simply supported beam shown above, is subjected to a 4 kN/m distributed load over its central third span. Suppose the El of the beam is 3 x 10¹² Nmm². Calculate the deflection at point B and the mid-span by applying i) the moment-curvature relationship, and moment-area method. ii) B C
Determine the mid support deflection and the overhang deflection if E= 200GPA I= 1350x10° mm. 50 KN 1OKN 4 m R. 4 m
Q.3/ A three-span continuous beam ABCD is simply supported at A and D and loaded as shown in Fig. if the support A settles by 10mm, B settles by 30 mm and C settles by 20 mm. Analyzed the beam using slop-deflection method. Take E=2*105 N/mm² and I = 2.4 *106 mm* A 8 kN -1.5m- B 5m 1.5m 2 kN/m -3m- C श्री 9 kN -1m- -2m- D
1. The cantilever beam supports three concentrated loads of 18 kN, 15 kN and 20 kN acting at points A. B. and C respectively. Determine the slope and deflection of the beam at point B. Use E = 200 GPa and 1=2 x 108 mm². Use conjugate beam method. a 18 kN CS Scanned with CamScanner -2.0 m 15 kN b -2.0 m 20 kN c -1.5 m
From the given beam loaded has shown; Determine the deflection at point D in mm. Using Moment Area Method. Let P =37 kN. EI = 14220kNm2 | 2P D B A - 2P 3.0 m 1.5 m 1.5 m Moment diagram by Parts 3P -3P Deflection curve diagram
Fixed end support at A and rollers at B and C . A concentrated load of 12 KN at the mid span of BC.Use slope deflection method and constant value of El with E= 200,000 MPa and 1= 400 x 106 mm^4. What is the moment MBC and MABin KN-m? 2 decimal places
By using Conjugate Beam for AC beam Determine 1. Deflection and Slope at B 2. Maximum Deflection 3. Slope at C. 4 kN А В 3 m 3 m
USE CONJUGATE BEAM METHOD ONLY PLEASE! DON'T USE AMM AND DIM! Use Conjugate Beam Method. The cantilever beam has a rectangular cross section 50 mm wide and 150 mm high. Find the slope and deflection at the free end using CBM. Use E = 10GPA. %3D 4 kN/m 50 mm A 150 mm - 2 m -1.0m →|
What is the beam deflection at point C when P = 10 kN, L = 1.5 m, E = 200 GPa, and I = 20E6 mm4? M, = P B -L/3- 2L/3
1. SLOPE DEFLECTION METHOD A continuous beam ABCD is loaded as shown. Determine the value of the end moments. El = constant. 20 kN 25 kN 4m 4m lom