ased on the following illustration, solve the following questions: 15kN 5kN/m 5m 5m 5m the beam is made entirely of steel and the whole beam has a moment of inertia about the axis of bending of 2.0 X 108 mm*, the magnitude of the vertical deflection um) at point D is most nearly. elect the correct response 23 50 28 0.02 Continue > < Previous

ased on the following illustration, solve the following questions: 15kN 5kN/m 5m 5m 5m the beam is made entirely of steel and the whole beam has a moment of inertia about the axis of bending of 2.0 X 108 mm*, the magnitude of the vertical deflection um) at point D is most nearly. elect the correct response 23 50 28 0.02 Continue > < Previous

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

Thank you so much for the help!! Write a/the differential equation for a beam subjected to uniform loading of negative ten (-10 kN/m.) and solve the differential equation for a simply-supported boundary condition. Elastic modulus E=70 GPa, rectangular beam of depth and breadth 100 mm by 50 mm. Determine the maximum deflection and the maximum slope and their locations.
A prismatic beam is loaded as shown in figure I; 1. Which of the following gives the deviation at D, tD/C, from the tangent drawn at C? a. -100/3EI b. -150/EI c. -200/3EI d. -256/EI 2. Which of the following gives the value of the deflection at D? a. 97/EI b. 89/EI c. 74/EI d. 66/EI
Calculate for the moment of inertia for the beam shown below so that the maximum deflection will not exceed 1/360 of the beam length. E=200GPa USE MOMENT-AREA METHOD Show complete solution no shortcuts please sign your solution sheet
Find the deflection at midspan using a W10X45:
For the beam loaded as shown in the figure 1, Determine the deflection at B in mm using Double Integration Method. Considering 150 mm x 150 mm section and E = 200GPa. Enter the absolute value only and round-off your answer to 3 decimal places. a = 5.1 m, b= 19kN/m, c = 18kN please help needed it I already provided all that is needed thank you
What is the maximum concentrated load that can be applied at the end of an embedded hollow pipe, made of AISI 1020 steel? Take 10.16 cm for the outside diameter, and 6.35 cm for the inside diameter. The length of the pipe is 183 cm. Its maximum deflection must not exceed 5.08 cm. Neglect the weight of the pipe. Answer 22816 N
For the beam and loading shown, use discontinuity functions to compute(a) the slope of the beam at C (positive if counterclockwise and negative if clockwise).(b) the deflection of the beam at C.Assume LAB = 170 mm, LBC = 120 mm, LCD = 100 mm, LDE = 220 mm, MB = 230 N-m, P = 1600 N and a constant value of EI = 560 × 106 N-mm2 for the beam.
Calculate deflection of bd
Determine the magnitude of the maximum deflection using doubleintegration method. Use E = 200 x10^6 KPa and I = 1.440 x10^-5 m4
Fast pls solve this question correctly in 5 min pls I will give u like for sure Mnty Find the moment of inertia of a plate covering the region bounded by -6x, 6x, y=0, and y =1with respect to the x-axis.
An engineer used a 100m tape measuring an inclined distance. The measured length on the slope was recorded to be 659.2m long. The difference in elevation between the initial point and end point was found to be 3m. The 100m tape is of standard length at a temperature of 12℃.and a pull of 50N during the measurement the temperature reading is 25℃. And the tape was supported at both ends with an applied pull of 75N if A = 6.75mm^2, E= 200Gpa; mass of tape is 0.085kg/m, k= 0.0000116/℃.Find:a. Total correction per tape lengthb. The corrected slope or total lengthc. The horizontal distance
Considering the beam below using Three Moment Equation, Determine the vertical deflection at the midspan of the beam if E = 200 Gpa and I = 2x108 mm4 Please help me with my homework ASAP!