The floor of a light storage warehouse is made of 6-in.-thick cinder concrete. The floor is a slab having a length of 17 ft and width of 15 ft. Part A Determine the resultant force caused by the dead load. Express your answer using three significant figures. DL= Submit Part B LL= 195| ΑΣΦ | 11 Submit Request Answer Determine the resultant force caused by the live load. Express your answer using three significant figures. 15] ΑΣΦ vec Request Answer vec ? k k

The floor of a light storage warehouse is made of 6-in.-thick cinder concrete. The floor is a slab having a length of 17 ft and width of 15 ft. Part A Determine the resultant force caused by the dead load. Express your answer using three significant figures. DL= Submit Part B LL= 195| ΑΣΦ | 11 Submit Request Answer Determine the resultant force caused by the live load. Express your answer using three significant figures. 15] ΑΣΦ vec Request Answer vec ? k k

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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A TIMBER BLOCK "B x B" mm SQUARE IS REINFORCED ON OPPOSITE SIDES BY A "B" mm AND 't' mm THICK STEEL PLATES. DETERMINE THE THICKNESS 't' SO THAT THE ASSEMBLY WILL SUPPORT AN AXIAL LOAD OF 1000 KN WITHOUT EXCEEDING A MAXIMUM TIMBER STRESS OF 12 MPa OR A MAXIMUM STRESS IN STEEL OF 350 MPa. MODULUS OF ELASTICITY OF STEEL AND TIMBER ARE 210 GPa & 7 GPa RESPECTIVELY. B t B t PROB 04
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6.
Provided is the question along with some notes taken in the lecture, i am not sure if i am correst so if you could do some workings out for me that would be great , thank you.
A TIMBER BLOCK “B x B” mm SQUARE IS REINFORCED ON OPPOSITE SIDES BY A “B” mm AND ‘t’ mm THICK STEEL PLATES. DETERMINE THE THICKNESS ‘t’ SO THAT THE ASSEMBLY WILL SUPPORT AN AXIAL LOAD OF 1000 KN WITHOUT EXCEEDING A MAXIMUM TIMBER STRESS OF 12 MPa OR A MAXIMUM STRESS IN STEEL OF 350 MPa. MODULUS OF ELASTICITY OF STEEL AND TIMBER ARE 210 GPa & 7 GPa RESPECTIVELY.
Current Attempt in Progress A simply supported timber beam with length L = 3 m carries a uniformly distributed load w = 11 kN/m. Determine the magnitude of the maximum compression bending stress that occurs in the beam at any location within the 3-m span length. 300 mm L 100 mm O 7.47 MPa O 5.18 MPa O 9.74 MPa O 8.25 MPa O 5.92 MPa Save for Later Attempts: 0 of 1 used Submit Answer
Concrete designs, third stage, civil engineering
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