Situation 36 Considering the contraption shown in figure, AB = 450 mm, BC = 225, mm BD = 480 mm, CE = 600 mm, Agc = 1,020 mm², ACE 520 mm², E = 205 GPa, maximum vertical deflection at point A is 1 mm, Determine the value of the maximum load P that the contraption may carry if ABC is rigid. 450 mm 120 mm 275 mm 600 mm

Situation 36 Considering the contraption shown in figure, AB = 450 mm, BC = 225, mm BD = 480 mm, CE = 600 mm, Agc = 1,020 mm², ACE 520 mm², E = 205 GPa, maximum vertical deflection at point A is 1 mm, Determine the value of the maximum load P that the contraption may carry if ABC is rigid. 450 mm 120 mm 275 mm 600 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

w=370 N/m 2.0 m -2.0 m R1 R2 What is the value of C1 in N.m2? Express your answer in 2 decimal places. Compute the value of Ely (N.m3) at midspan for the beam loaded as shown. Assume that downward direction is negative, upward direction is positive. Express your answer in 2 decimal places. What value of I (mm4) is required to limit the midspan deflection to 1/360 of the span if E = 10 GPa? Express your answer in 2 decimal places. Neglect the sign. w/
number 17
Need correctly in proper handwriting..
= In the figure shown, each of the four vertical links connecting the two rigid horizontal members is made of aluminum (E 70 GPa) and has a uniform rectangular cross section of 10 x 40 mm. For the loading shown, determine the deflection and the direction of (a) point E, (b) point F, (c) point G? 250 mm 400 mm 250 mm B 40 mm. E 300 mm 24 kN
SHOW SOLUTION AND DRAW THE ILLUSTRATION
Calculate the value of the deflection at point B due to concentrated load P in the form ??=??????????? Note: EI will cancel out in further calculations. Enter the numerator in the answer box below in kNm3 to three decimal places. Assume the positive direction of deflection in the positive direction of v axis.
Determine the value of the deflection at C in mm. Answer in 2 decimals D• 20KN 30KN D E = 200,000 MPa A I = 9 x 107 mm4 to to 3m 2m 2m Your answer must be positive.
Use Moment Area Method to analyze the deflection of the beam shown: E=29x106 psi, I= 170 in 1500 Ib 2400 Ib - 8 ft 8ft WI0x 33 C Determine the following:(2 decimals for non-whole numbers) (a) El tc/A= x10° Ib- in3 (b) Ely at the free end C = x10° lb-in (c) actual deflection in inches at C = inches
Please help me understand these, Thank you
SHOW COMPLETE SOLUTION AND DRAW ILLUSTRATION
1. A concentrated load Pis applied at the end of a cantilever as shown in figure. The cross section of the beam is a square of side 'a' with a hole of dia 'a/2'. The deflection at the tip of the cantilever is given by O = a/2 45° Section-XX a Cイ」
For the structure shown below, the vertical deflection at point A is given by 3L AT El EI 3L EI 3L –