From the figure shown, determine the following using Area-Moment Method 750 kN/m А 0.80 m 1.50 m 0.80 m E = 25000 MPa | = 450 x 1o ® mm Slope of deflection at midspan а. -0.080023 rad b. 0.0080023 rad С. -0.0080023 rad d. 0.080023 rad Deflection at midspan of the cantilever beam а. 7.72 mm b. 77.17 mm С. -7.72 mm d. -77.17 mm

From the figure shown, determine the following using Area-Moment Method 750 kN/m А 0.80 m 1.50 m 0.80 m E = 25000 MPa | = 450 x 1o ® mm Slope of deflection at midspan а. -0.080023 rad b. 0.0080023 rad С. -0.0080023 rad d. 0.080023 rad Deflection at midspan of the cantilever beam а. 7.72 mm b. 77.17 mm С. -7.72 mm d. -77.17 mm

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Data are as follows: P=6.2 kN, L=3.2m, d=1.25m, b=80mm, t=25, h=120mm, h1=90mm. Determine the moment of inertia about the centroidal x-axis in mm^4.
Use moment area method to calculate the deflection at “A” and “D” and the maximum deflection of beam between “B” and “C” E I = 40000 kN.m2.
(a) Compute the vertical deflection at C, the horizontal deflection at D and the rotation at A by the virtual work method. (b) If support E moves to the right by 5mm and settles downward by 10mm, compute the additional horizontal deflection at D. Given E=200GPa and I=108mm4 .
Compute the total net deflection of the simply-supported beam with the following properties listed below. (Include the sign if it is negative) Properties:Length = 11.46 mWidth = 302 mmDepth = 435 mmeccentricity = 96 mmEc = 14,368.22 MPaPrestressing Force = 461 kNUnit weight of concrete = 23.16 kN/m3
A rectangular reinforced concrete beam with width of 300 mm & effective depth of 600 mm is subjected to a service bending moment of 200 kN.m. The beam is reinforced with 4-32 mm diameter bars. n = 8. 1. Compute the distance kd? a. 246.33 mm b. 353.67 mm c. 170.33 mm d. 302.33 mm 2. Which of the following gives the moment of inertia about N. A.? a. 4173.81 x 106 mm⁴ b. 3471.81 x 106 mm⁴ c. 4371.81 x 106 mm⁴ d. 4713.81 x 106 mm⁴ 3. Which of the following most nearly gives the maximum stress in steel in Mpa? a. 100 b. 110 c. 120 d. 130
Determine the deflection at point C using moment area method. EI=constant, w=30 kN/m a=3m and L = 5m
If point B settles by 2mm, determine the reaction of the beam shown. Assume EI is constant withE=200GPa and I =400x106mm4. (Use either Three Moment Equation or Slope Deflection Method)
If the e = 45°, and the bar 0Q is rotating in the counterclockwise direction at 1.6 rad/s, which of the following is the velocity of the slider P?.
Using Area-Moment Method, determine the deflection at the overhanging end in mm. Given: P = 4.2kN , w = 8.6 kN/m , a = 1.6m , b = 1.2m , c = 0.7m , E = 10 GPa , I = 20x106 mm4
6. Determine the magnitude of the resultant R, if P2 = 978, P3 = 780.
Determine the slope and deflection at point B of the beam shown if the figure. Let e= 29 106 ??? and i= 800??4
Given a cantilever beam of length L=3.1meters. The left support “A” is fixed while the right end “B” is free. With constant EI=20000 KN-m2. A downward uniform load of 61KN/m is applied all throughout its span. Using Area Moment Method (AMM), calculate the deviation of A when a tangent line is drawn at B, i.e. tA/B? Express your answer in "millimeters" in 2 decimal places. Include negative (-) sign if tA/B is negative.