36.l| OMANTEL15 أبریل، ۲۰۲۱Q1- A concrete cylindrical specimen 155 mm in diameter and 290 mm long is subjectedto compressive loading up to failure. The following data shown in table below arei) the concrete strength.obtained. Draw the stress- strain curve and determine:ii) Initial Tangent Modulus. iii) Modulus of Elasticity. Iv) Secant Modulus at 90% ofstrength andv) State which type of stress strain behavior is this.Load, kNDeformation, mmx10(Load - 8xN)(Deformation x 0.5xN)222.5103413.1206635.2324730.4378856.1432953.64861080.75401171.27561270.010251396.31395المزيدحذفتعديلالمفضلةمشاركة白

"Thank you for the question. As per our honor code we are supposed to solve the first three sub…

QI- A concrete cylindrical specimen 155 mm in diameter and 290 mm long is subjected to compressive loading up to failure. The following data shown in table below are i) the concrete strength. ii) Initial Tangent Modulus. i) Modulus of Elasticity. Iv) Secant Modulus at 90% of obtained. Draw the stress- strain curve and determine: strength and v) State which type of stress strain behavior is this. Load, kN Deformation, mmx10" (Load - SxN) (Deformation x 0.5xN) 222.5 103 413.1 206 635.2 324 730.4 378 856.1 432 953.6 486 1080.7 540 1171.2 756 1270.0 1025 1396.3 1395

QI- A concrete cylindrical specimen 155 mm in diameter and 290 mm long is subjected to compressive loading up to failure. The following data shown in table below are i) the concrete strength. ii) Initial Tangent Modulus. i) Modulus of Elasticity. Iv) Secant Modulus at 90% of obtained. Draw the stress- strain curve and determine: strength and v) State which type of stress strain behavior is this. Load, kN Deformation, mmx10" (Load - SxN) (Deformation x 0.5xN) 222.5 103 413.1 206 635.2 324 730.4 378 856.1 432 953.6 486 1080.7 540 1171.2 756 1270.0 1025 1396.3 1395

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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Question

36.l| OMANTEL
15 أبریل، ۲۰۲۱
Q1- A concrete cylindrical specimen 155 mm in diameter and 290 mm long is subjected
to compressive loading up to failure. The following data shown in table below are
i) the concrete strength.
obtained. Draw the stress- strain curve and determine:
ii) Initial Tangent Modulus. iii) Modulus of Elasticity. Iv) Secant Modulus at 90% of
strength and
v) State which type of stress strain behavior is this.
Load, kN
Deformation, mmx10
(Load - 8xN)
(Deformation x 0.5xN)
222.5
103
413.1
206
635.2
324
730.4
378
856.1
432
953.6
486
1080.7
540
1171.2
756
1270.0
1025
1396.3
1395
المزيد
حذف
تعديل
المفضلة
مشاركة
白

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