*R12-8. The member consists of two triangular plasticstrips bonded together akong AB. If the glue can support anallowable shear stress of Taimmaximum vertical shear V that can be applied to themember based on the strength of the glue.4.2 MPa determine the200 mm200 mm130 mim

Given Data: The allowable shear stress of the glue is τallow=4.2 MPa. The height of each triangular…

Answered: *R12-8. The member consists of two…

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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M 1:A I. 3, O photo_2021-02-1.. -> 200 streas (MPa) 100 50 strain From the tensile stress-strain behavior fer the brass specimen d the diamcter is 12-8 mm Calculate the faibuding :- |- The Yield stress. 2-Modulus of elasticity. 3 - The Tensile strength . II
The point loads are placed at the fixed positions shown in the figure and they are live loads. A k a b a b dn = 1₂ Icr= M B 7 Ast Stress profile (concrete) Cross section before cracking Aso Cross section Asc Ast N.A. Q2) Now, the live load increases gradually and the moment at the critical section just exceeds the cracking moment (Mcr), but the compressive section of the concrete is still under the linear elastic region. Please be reminded that in the flexural design, the crack of the concrete section starts where the tensile stress reaches the tensile strength. It is assumed that the cracks then propagate rapidly up to the entire tension section (up to the neutral axis) and this cracked concrete section cannot resist the tension. It should be noted that in reality, concrete sections between the primary cracks can still resist some tensile stresses as shown in the figure, which should be considered in the displacement design. However, in flexure design, we design the critical section…
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Ch 1. Answer with complete solution. Thankyou.
Compute the maximum force F (in KN) that can be applied to the composite rod if the allowable total deformation of the composite rod is limited to 0.80 mm A 6F B Steel Rod d = 100 mm L = 3 m E = 200 GPa C Aluminum Rod d = 70 mm L = 2m E = 70 GPa 3F D Bronze Rod d = 40 mm L = 4 m E = 80 GPa 2F
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A composite drive shaft is made up of two sections: a solid steel core and a brass tube encasing the core. The steel core has a diameter of 80 millimeters, and the brass tube has a diameter of 100 millimeters. The maximum allowable shear stress for the steel is 100 megapascals (MPa), and for the brass, it is 50 MPa. What is the greatest torque (T) that can be safely applied to the shaft without exceeding the allowable shear stress in either material? 50 mm Brass 50 mm 40 mm Steel
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For the stress-strain diagram, which region or point represents strain hardening? 80 (4) (5) 70- (3) (6) 60- (2) 50 - 40 (1) 30- 20 - 10 - 0- Strain O 3 O 4 O 5 O 6 O 2 0 1 Sress (ksi)
Enter Delete Page End Down DETERMINE THE FORCES AT AL JOKTS 800 LB lo00 LB 13 15 4.5 2家 3.75 DETERMING THE AREA THE POSITION OF THE CENTROID ABOUT THE REFERENCE AXES AND THE MOMENT OF NERTIA ABOUT THE CENTROIDAL AXES OF THE COMPOSITE FI6URE
FN= 119 mPa, SN= 93MPa. provide fbd

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*R12-8. The member consists of two triangular plastic strips bonded together akong AB. If the glue can support an allowable shear stress of Taim maximum vertical shear V that can be applied to the member based on the strength of the glue. 4.2 MPa determine the 200 mm 200 mm 130 mim