9. The relationship between the average value of masonry strength 1 „ ,the standard value of masonry strength f, and the design value ofmasonry strength ↑ is(A: 1 > 1, > 1; ;B: 1, > 1 > 1; :C: 1m > 1 > 1 ;D: 1, > 1 > 1m •10. Which is false of the following prestress loss combination ?A: Pre-tensioning method, on = 0 , +012 +013 + O14IIB: Pre-tensioning method, O = 0 15C: Post-tensioning method, on = 0 +012 + 013/ID: Pre-tensioning method, om = 0 14 + 015 +016/II

9. The average value of masonry strength is higher than both standard value of masonry strength and…

9. The relationship between the average value of masonry strength 1 , the standard value of masonry strength 1, and the design value of masonry strength 1 is A: 1 > 1, > 1k ; B: 1„ > 1 > e; C: 1, > 1k > 1 ; D: 1 > 1 > 1 m • m

9. The relationship between the average value of masonry strength 1 , the standard value of masonry strength 1, and the design value of masonry strength 1 is A: 1 > 1, > 1k ; B: 1„ > 1 > e; C: 1, > 1k > 1 ; D: 1 > 1 > 1 m • m

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

Masonry wall construction

Masonry walls of various sorts are utilized in building construction. Masonry walls are the most enduring feature of any structure or building. It separates a structure from the outside world. In masonry construction, the common masonry materials used are building stone, brick, cast stone, glass block, and concrete block. Masonry construction is a type of construction that has the highest durability.

Question

9. The relationship between the average value of masonry strength 1 „ ,
the standard value of masonry strength f, and the design value of
masonry strength ↑ is
(
A: 1 > 1, > 1; ;
B: 1, > 1 > 1; :
C: 1m > 1 > 1 ;
D: 1, > 1 > 1m •
10. Which is false of the following prestress loss combination ?
A: Pre-tensioning method, on = 0 , +012 +013 + O14
II
B: Pre-tensioning method, O = 0 15
C: Post-tensioning method, on = 0 +012 + 013
/I
D: Pre-tensioning method, om = 0 14 + 015 +016
/II

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