16. CORRECTION DUE TO TENSION. A Steel tape is 30.0-m long under a pul1 of 6.0 kg when supported throughout. It has a cross-sectional area supporțed with a 12-kg pull to measure a line whose re- corded length is 308.32 m. of 0.035 cm² .and is applied fully Determine the correct length of the line if E=2.1 X 106 kg/cm2.

16. CORRECTION DUE TO TENSION. A Steel tape is 30.0-m long under a pul1 of 6.0 kg when supported throughout. It has a cross-sectional area supporțed with a 12-kg pull to measure a line whose re- corded length is 308.32 m. of 0.035 cm² .and is applied fully Determine the correct length of the line if E=2.1 X 106 kg/cm2.

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

solve the beam by the hardy cross method.
Compression member AB is used to hold up the 355 x 560-mm rectangular plate. If the compressive force in the member is 250 N for the position shown, determine the magnitude of the projection of this force (as it acts at point A) along diagonal OC. 355 136% 395 400 160 Answer: Foc= i 108 C B Dimensions in millimeters 145 N
Beam AB (A = left support, B = right support) is loaded with a concentrated load (P = 500 N) and a moment (100 N-m). Use a = 1 m. What is the value of the deviation of B relative to the tangent drawn at A? Round off to two decimal places.
The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa; /= 370 × 106 mm4]. For the loading shown, determine the beam deflection vc at point C. Assume P = 56 kN, w = 22 kN/m, LAB = LBC= 2.9 m, LCD = 2.9 m. P "| พ X C LBC A Answer: Vc= LAB B mm. LCD
PROBLEM 3. (30 PTS.) Use either the Portal Method or the Cantilever Method to approximate all the members' shear, moment and axial forces. Present your answer in the format presented by the SMA (for shear, moment and axial) in the figure below. 0.6P 8 M A P 3 M G D A 5 M 8m A H E B 5 M 8m A 1 F с 4m 4m P= 135kN
If P = 23.6 and M = 5.28, Determine the Axial Force at point B of the Beam shown. Min koft B A 2¹- 4' Round your answer to 2 decimal places. N 2₁ C Pink id
6k Problem 3 vertical displacement of joint A. Each bar is made of steel and has the cross-sectional area shown. Take E = 29(103) ksi. Use any method. Determine the 2 in. D 2 in. 2 in.? 3 in. 3 in,? 4 ft A 3 in.? 3 in. 4 ft 4 ft 6 k.
Using Virtual Work Method, calculate the horizontal displacement at joint B for the truss loaded as shown. The areas in mm2 are shown in parenthesis. E = 200 GPa for all members. В 200 KN (5000) (5000) (5000) D A. -(3500) Е (3500) 3 m 3 m (000s) (00SE)
How you got there -9.76, Is there two equal or something? I can not put this right on the calculator.
٤:٢٠ ٥ H-W: Ⓒ Analyze the 0 using S. D. M. Support by 69 beam to find reactions of draw B.M.D support C settles by 5mmd ; O by 62 and support Eratode EL ..const.. C Ef Symmetric € 4m O=OC ²² Ob - Od = ? A rotate by 7 Af * 5m b . * 4m 5m
The bar ABC of negligible weight is supported by a pin at A and a rope that runs around the small pulley at D and the 10-kg homogeneous disk.a. Determine the tension in the rope.b. Determine Ax and Ay.
Consider the figure below. a. Determine the location of the neutral axis. b. Determine the Inertia of the section. Hollow 100 R 150mm R*25mm