Need help solving for Shear force Diagrams and Bending diagrams Q kN/mP KN1.5 m3 m1.5 mx

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Answered: Q kN/m P KN 1.5 m 3 m 1.5 m x

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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find out F, KN F23 f13 f16
For the given properties of the beam below, determine the safest wy that the beam will carry. bf = 850mm bw = 400mm tf = 100mm d = 400mm ニ d' = 100mm fc' = 32MPA %3D fy = 400MPA As = 8 - 32mm bars ニ The answer is kN/m Pu = 20 KN %3D bf 3Pu O-50 Pu 七キ Wu 5m As 13 + bw *
For the given properties of the beam below, determine the safest wy that the beam will carry. bf = 850mm bw = 400mm tf = 100mm d = 400mm d' = 100mm fc' = 32MPa fy: 400MPa As = 8-32mm bars The answer is kN/m = 1m A Pu = 20 KN 3Pu Wu 5m 0.50 Pu ff ym 1B3 d bf As + bw-t + 1 tf 1
Situation 1: A W8x67 has a length of 7.50 m. Fy- 248 MPa. The properties are given below. Properties of W shape A = 12,700 mm^2 d=229 mm bf = 210 mm tf-23.7 mm kdes - 33.8 mm tw - 14.5 mm rx - 94.5 mm ry-53.80 mm 1. Which of the following most nearly gives the axial capacity (Pu) of the column if both are pinned? 1019 KN 1001 KN 1111 KN 979 KN
A horizontal beam ABC is loaded as shown in figure below. The distance of the point of contraflexure from end A (in m) is 10KN beol C s no 2tos A 0.75m B o msed 6 1 m
A circular V-belt has an inner radius of 600 mm and a cross-sectional area as shown. Determine the volume of material required to make the belt.
Fill in the blanks: For the given properties of the beam below, determine the safest wy that the beam will carry. bf = 850mm bw = 400mm tf = 100mm d = 400mm d' = 100mm fc' = 32MPA fy = 400MPA As = 8-32mm bars %3D The answer is kN/m Pu = 20 KN bf 3Pu O-50 Pu 1m As A 13 + bw + CS Scanned with CamScanner
Calculate the stress in each segment
1/ Calculate maximum deflection of the beams 2/ Check the suitability of the section assuming the code limitation of L/240. 3/ If maximum deflection doesn’t meet the code requirement, propose your solution UKB 457 x 152x 82 Steel: Section properties: I=366,000,000 mm4, E=2*(10)5 N/mm2
Q3/ A rigid beam ABCD shown in Figure with negligible weight is pinned at one end and attached to two vertical rods. If the beam is subjected to load of P=60 kN. Find the vertical movement at D. Aluminum A- s mm Steel E- 68000 MP L-2 A-300 E- 200000 MPa D 60 KN | Im Im IIm
For the given properties of the beam below, determine the safest wu that the beam will carry. bf = 850mm bw = 400mm tf = 100mm %3D d = 400mm d' = 100mm fc' = 34MPA fy = 400MPA As = 8-32mm bars %3D The answer is kN/m Pu bf キ 50 KN (Factore d) load Wu As t. A 5m + bw +
MSQ

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