Answered: If the magnitude of a uniformly…

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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The total average load is 60 lbs/ft³. Calculate the reactions in Beam D Column 1| Beam A Column 2 Decking Opening Decking Beam G Column 3 Beam B | Column 4 12 ft 12 ft 12 ft 12 ft 8 ft Beam C Beam D อิuเพวed Beam E Beam F
hi do you have the full solution of this step by step, im having a hard time with this
Given is the 200mm X 400 mm rectangular beam below. 9 kN 7.50 kN/m 400 mm 1.50 kNm A B 200 mm 1.50m 7.50m R2 R1 Figure 1 What is the reaction R2 in kN?
The Jei River flows between two communities; Jei Community and Ofaakor Community. It has become necessary to link these two communities by a bridge to allow easy commuting between the two communities as well as the transportation of food and other items. The proposed length of the deck of the bridge is to be 8m. Supports are to be provided as per the table below Type of Support Location of Support from the start of the deck А. Pin 0m B. Roller 12m a) Explain and evaluate the maximum positive shear that can be developed at point C, 3m from support in the beam above due to a concentrated moving load of 4000N and a uniform moving load of 2000 N/m b) Using the Moment Area method, how would you solve for the slope at A c) develop an expression for the determination AB/A
A6m cantilever 200x500 rectangular beam is carrying a unformly varying downward load of 0 kN/m at the free end to 184 kN/m at the fixed end. There Is an upward load of 312 kN at the free end. If the allowable flexural stress of the beam is 120 MPa and if the beam is to carry only a uniformly distributed load in kN/m. determine the safest uniform load that it can carry.
Design the beam loaded as shown fc' = 27.6 MPa and fy = 276 MPa 3.65 m 3.65 m 80 kN 80 kN w = 30 kN/m k A B E D 7.3 m 5.5 m 5.5 m 7.3 m
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If the magnitude of a uniformly distrubuted load is 12kN/m with a total span of 3m. What is the resultant of this load? 18kNm 18kN/m 36kNm