Completely solve and box the final answers! WRITE LEGIBLY OR TYPEWRITE THE SOLUTIONS. For the beam with cross-section shown, theallowable flexural stresses for tension andcompression are 40 MPa and 60 MPa,respectively. Using a = 450 mm, b = 600 mm,C = 250 mm, L1 = 2 m, L2 = 8 m, L3 = 4 m, w1= 32 kN/m, w2 = 18 kN/m, P = 19 kN and M =21 kNm, determinea. The maximum flexural stresses in tensionand compression.b. The stress at a point 3 m to the left of theright support and 90 mm above the bottom,c. If w1 = 1.5w2 and all concentrated loadand moment are removed, determine themaximum safe value of w1 and w2.aW1W2MtoL1L2L3

Given data:- The allowable flexural stresses for tension = 40 Mpa The allowable flexural stresses…

Answered: Completely solve and box the final…

Engineering

Civil Engineering

Completely solve and box the final answers! WRITE LEGIBLY OR TYPEWRITE THE SOLUTIONS.

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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Concept explainers

Measuring site work, Excavation and Piling

Bid drawings typically include very little material about the precise requirements of site work operations, measuring site work and excavation work differs from measuring most other works on a construction project. The actual site work conditions are not provided and also the dimensions of the excavations are not known during the pre-construction phase. The precise measurement of the excavation and backfill of the earth material and topsoil is important for a contractor to decide upon the total cost required for the process. All the works should be carried out under OSHA (Occupational Safety and Health Administration) standards to ensure the safety of the workers.

Question

Completely solve and box the final answers! WRITE LEGIBLY OR TYPEWRITE THE SOLUTIONS.

For the beam with cross-section shown, the
allowable flexural stresses for tension and
compression are 40 MPa and 60 MPa,
respectively. Using a = 450 mm, b = 600 mm,
C = 250 mm, L1 = 2 m, L2 = 8 m, L3 = 4 m, w1
= 32 kN/m, w2 = 18 kN/m, P = 19 kN and M =
21 kNm, determine
a. The maximum flexural stresses in tension
and compression.
b. The stress at a point 3 m to the left of the
right support and 90 mm above the bottom,
c. If w1 = 1.5w2 and all concentrated load
and moment are removed, determine the
maximum safe value of w1 and w2.
a
W1
W2
M
to
L1
L2
L3

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