Answered: determine the(a)deflection angle at…

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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Similar questions

You are to determine the true direction of a line by altitude of the sun during a morning observation. If the value of Cos Z ( a quantity used for determining trueazimuth of the sun when the three sides of the astronomical triangle known) equals -0.08716 and the clockwise angle from the line to the sun is 150°45’, the true bearing of the line is___. a) If the observation was done in the afternoon, the true bearing of the sunshould be_____
Use the moment-area theorems to determine the rotations and the deflections of the beam. Prendre E = 200 GPa et I = 500 x 10° mm“. %3D 30 kN/m 15 kN.m 35 kN v? I v? 31 5 m 3 m
Determine the deflection at the end of the overhang by conjugate beam method. The modulus of rigidity is 5. 4x10°KNm². 2 D E 2m 2m 3.0m B
Given the data below of an open traverse, convert into fisgure and please determine its corresponding deflection angles at points B,C,D and E. (show full solution)
Calculate the slope and deflection at point A,B,C and D using virtual work method.
What is the Deflection at 2.5 m to the right of B in mm? Indicate the negative sign if the answer is negative Use Any GEOMETRIC METHOD Use E = 200 GPa, I = 300 x 10° mm* %3D 15 kN 25 kN / m B 15 kN - m 2.5 m 6.5m
The true azimuth of line AB is 130 degrees. The deflection angle between the prolongation of line AB and another line BC is 13* L. The true azimuth of line BC is:
can you solve this problem using Method of Virtual Work? E = 29*10^6psi %3D 13.21 Calculate the slope and deflection at the 60-kN load on the structure shown in the accompanying illustration. I=1.46 x 10° mm". E 200000 MPa (Ans. 0.00628 rads /, 39.96 mm [) Fixed 80 kN 60 kN Hinge 5m 5 m- -5 m 5 m solve this problem by Method of vir tual work
I need the answer at 20 minute
Find out the deflection angles from the following observations Lines AB BC Bearing N 42° 20' E N 30° 00'E 72°20'R 12°20'L 12°20'R 72°20'L 72°40'L
Find out the deflection angles from the following observations Lines AB BC Bearing N 42° 20' E N 30° 00'E 72°20'R 12°20'L 12°20'R 72°20'L 72°40'L
Determine the deflection at B, slope at left and right of B if the moment of inertia of segment AB is thrice that of BC using: 1. Double Integration Method 2. Area-Moment Method 3. Virtual Work method 30 kN/m A E = 200 GPa -10 m- 1=5500x106mm4 Hinge-B 60 kN/m- |———5m― N C

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determine the(a)deflection angle at station B and C (b)angle to the right or to the left for station A and C