F14-11. Determine the principal stresses at point A onthe cross section of the beam at section a-a.-300 mm-IT150 mmS0 mm30 kN30 mm

Principal stresses at 'A' :Shear force Vmax=30 kNMoment max Mmax=300.3=9 KNmI=50150312⇒I=14062500…

Answered: F14-11. Determine the principal…

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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MULTIPLE CHOICES AND SHOW YOUR COMPLETE SOLUTION: 2. Draw the influence line diagram of the given bridge truss system below for its member BC and HI if the loaded chord is member Cl? a. The maximum positive or negative ordinate for the ILD of member BC.2 o -1.2 UNITS o 1.2 UNITS o -1.04 UNITS o 1.04 UNITS b. The maximum positive or negative ordinate for the ILD of member Hl. ? o -1.2 UNITS o 1.2 UNITS o 1.04 UNITS o 1.05 UNITS c. If the bridge truss system is carrying a uniform deadload of 10 kn/m and a moving live load of 13 kn/m with two concentrated loads of 75 kn and 50 kn that is 2m apart. Determine the equivalent bar force for member BC and indicate whether it is in compression or tension. o -558 KN, C o 558 KN, T o 585 KN, T o -585 KN, C G K L 2m 4m A H 6 @ 5m= 30m
Why do you integrate y instead of A? And why it’s it between 2a-a rather than 2a-0
F5. The circular shaft AC is fixed to rigid walls at A and C. The section AB is solid annealed bronze and the hollow section BC is made of aluminum alloy 2024 T-4. There is no stress in the shaft before the 20,000 ft-lb torque is applied. Determine the maximum shearing stress in each shaft after T is applied. Section BC 4 D=4" 20 ft-k 6.5-FE B 5ft Match each item to a choice: TAB TBC 2"
Determine the force in member EB of the roof truss shown.Indicate whether the member is in tension or compression.

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F14-11. Determine the principal stresses at point A on the cross section of the beam at section a-a. -300 mm- IT 150 mm S0 mm 30 kN 30 mm