6.A hallow circular tube has an outside diameter of 85 mm andis 9 mm thick. The tube is fixed (cantilever) at one end andsubjected to a torque of 6 kN-m at its free end. What is themaximum shearing stress in the tube in MPa?A. 87.95C. 99.32Dendrwore as allodis monl beol99 qsB. 93.21D. 81.04D. BRIGHbru7. Give the following data of a rectangular beam:m00S=JBYOVE SHBeam width, b = 280 mmEffective depth, d = 390 mm19 loend5.84 ATension steel: five 25-mm-diameter$:08 18Compute the reinforcement ratio.eniersted asA. 4.12%ult bus textosid sC. 3.21%D. 2.25%bisgenal)B. 1.86%58.058.008.Given the following date of a steel column resting on steel baseplate:Column loads:Axial dead load = 1550 kNAxial live load = 950 kNConcrete 28-day compressive strength = 27.5 MPaAllowable concrete bearing stress = 0.35 fcWidth of base plate = 500 mmWhat is the minimum required length (mm) of base plate?A. 520C. 500B. 705D. 450

Answered: Image /qna-images/answer/0b20798f-b16b-4e41-851a-7953386a1b09.jpg

6. A hallow circular tube has an outside diameter of 85 mm and is 9 mm thick. The tube is fixed (cantilever) at one end and subjected to a torque of 6 kN-m at its free end. What is the maximum shearing stress in the tube in MPa? A. 87.95 Mode es 21lod C. 99.32 B. 93.21 3126754 D. 81.04 eds to cont 100e1=q229196 7. Give the following data of a rectangular beam: 00S=J imated 25 bns toolband Beam width, b = 280 mm Effective depth, d = 390 mm Tension steel: five 25-mm-diameter Compute the reinforcement ratio. A. 4.12% i entersis0 .as C. 3.21% di busgerald) B. 1,86% D. 2.25% TAZA SEAT A 16.05 28.01 8. Given the following date of a steel column resting on steel base plate: Column loads: Axial dead load = 1550 kN Axial live load = 950 kN Concrete 28-day compressive strength = 27.5 MPa Allowable concrete bearing stress = 0.35 f'c Width of base plate = 500 mm What is the minimum required length (mm) of base plate? A. 520 C. 500 B. 705 D. 450

6. A hallow circular tube has an outside diameter of 85 mm and is 9 mm thick. The tube is fixed (cantilever) at one end and subjected to a torque of 6 kN-m at its free end. What is the maximum shearing stress in the tube in MPa? A. 87.95 Mode es 21lod C. 99.32 B. 93.21 3126754 D. 81.04 eds to cont 100e1=q229196 7. Give the following data of a rectangular beam: 00S=J imated 25 bns toolband Beam width, b = 280 mm Effective depth, d = 390 mm Tension steel: five 25-mm-diameter Compute the reinforcement ratio. A. 4.12% i entersis0 .as C. 3.21% di busgerald) B. 1,86% D. 2.25% TAZA SEAT A 16.05 28.01 8. Given the following date of a steel column resting on steel base plate: Column loads: Axial dead load = 1550 kN Axial live load = 950 kN Concrete 28-day compressive strength = 27.5 MPa Allowable concrete bearing stress = 0.35 f'c Width of base plate = 500 mm What is the minimum required length (mm) of base plate? A. 520 C. 500 B. 705 D. 450

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

Planar Stresses

Question

6.
A hallow circular tube has an outside diameter of 85 mm and
is 9 mm thick. The tube is fixed (cantilever) at one end and
subjected to a torque of 6 kN-m at its free end. What is the
maximum shearing stress in the tube in MPa?
A. 87.95
C. 99.32
Dendr
wore as allod
is monl beol
99 qs
B. 93.21
D. 81.04
D. BRIGH
bru
7. Give the following data of a rectangular beam:
m00S=J
BYOVE SH
Beam width, b = 280 mm
Effective depth, d = 390 mm
19 loend
5.84 A
Tension steel: five 25-mm-diameter
$:08 18
Compute the reinforcement ratio.
eniersted as
A. 4.12%
ult bus textosid s
C. 3.21%
D. 2.25%
bisgenal)
B. 1.86%
58.05
8.00
8.
Given the following date of a steel column resting on steel base
plate:
Column loads:
Axial dead load = 1550 kN
Axial live load = 950 kN
Concrete 28-day compressive strength = 27.5 MPa
Allowable concrete bearing stress = 0.35 fc
Width of base plate = 500 mm
What is the minimum required length (mm) of base plate?
A. 520
C. 500
B. 705
D. 450

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