Design Average Strength Strength (MPa) Specimen Diameter Batch No. Strength Age (days) (Mpa) Load (N) Area (mm’) Strength (Мра) Difference Remarks No. (mm) (%) 28 150 549159.448 1 20.70 28 150 539177.643 3 28 150 629040.583 4 56 150 710603.145 2 5 20.70 56 150 886080.976 56 150 584109.113 7 7 150 421641.004 3 41.38 7 150 428179.444 7 150 488615.832 10 28 150 746088.985 41.38 753864.427 768708.452 4 11 28 150 12 28 150

Design Average Strength Strength (MPa) Specimen Diameter Batch No. Strength Age (days) (Mpa) Load (N) Area (mm’) Strength (Мра) Difference Remarks No. (mm) (%) 28 150 549159.448 1 20.70 28 150 539177.643 3 28 150 629040.583 4 56 150 710603.145 2 5 20.70 56 150 886080.976 56 150 584109.113 7 7 150 421641.004 3 41.38 7 150 428179.444 7 150 488615.832 10 28 150 746088.985 41.38 753864.427 768708.452 4 11 28 150 12 28 150

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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By Lacey's only or else skip proper explanation
Please make the solutions explicitly and simplify the finalanswer Thankyou. Given Variable: P (kN) = 112
136 N is the asnwer in the book
A1
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I will instant downvote for wrong solution
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