Situation 22. For the built-up shape shown in the figure, determine: В. by = 200 mm ty = 12 mm h = 200 mm tw = 10 mm 68. The location of plastic neutral axis form the top edge of the flange in mm. 69. The plastic section modulus about the horizontal axis. x10^6 mm^3 (3 decimal places) 70. The plastic moment with bending about the vertical axis if Fy = 345 MPa. KN-m (rounded to the nearest whole number)

Situation 22. For the built-up shape shown in the figure, determine: В. by = 200 mm ty = 12 mm h = 200 mm tw = 10 mm 68. The location of plastic neutral axis form the top edge of the flange in mm. 69. The plastic section modulus about the horizontal axis. x10^6 mm^3 (3 decimal places) 70. The plastic moment with bending about the vertical axis if Fy = 345 MPa. KN-m (rounded to the nearest whole number)

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

There is a wooden beam AD, as shown in the figure below, the Flexural Rigidity of the beam section is constant EI:(a) Try to find the slope of point A and point C after deformation.(b) Try to find the (vertical) displacement of point D after deformation.(c) What is the position and magnitude of the maximum displacement after deformation?
The rod ABC is made of an aluminum for which E = 70.27 GPa. Knowing that P = 10.21 kNand Q = 49.53 kN,determine the deflection (in μm) of point B if y = 0.48 and z = 0.56. Round off the final answer in four decimal places.
The steel beam shown in the figure 2 is made by a steel type that has σY=250 MPa and σU=400MPa Determine the maxium torque that can be applied to the beam when it is bent aroung the x axis.
Include simple fbd ,And solve fast.
E F (600)mm EA EA P= 180 kN EA A B 0-e diagram of the bars 300 тm 300 тm 300 тm The rigid beam given in the figure is supported by three identical bars. Cross-sectional area of the bars are A=(4 ) cm? and they are made of ideal elastic-perfectly plastic material. If a force P= calculate the residual stresses in each bar. (ơ=240 MPa and E=210 000 MPa) : (180 ) kN is applied to the beam and removed,
A flat brass bar has length L, constant thicknesst, and a rectangular cross section whose widthvaries linearly between b2 at the fixed support to b1at the free end (see figure). Assume that the taper ofthe bar is small. The bar has modulus of elasticity E.Calculate the displacements δB and δC if P = 200 kN,L = 2 m, t = 20 mm, b1 = 100 mm, b2 =115 mm,and E = 96 GPa.
Consider the following beam with overhangs: A B You must provide the value of X. For example, if the answer is PL³ 20-EI C O X. PL³ EI L L Calculate the deflection at A (the end opposite of the load) and at D (under the load). Assume that both deflections are downward. The answers will be of the form L D = P enter "0.05" (1/20) in the Canvas quiz. Here are a few hints. You'll have to break up the integral over three segments (A to B, B to C, and C to D). On several spans, one of the moment diagrams will be zero. Remember that the definite integral of zero is equal to zero, i.e., f Oda 0. All the remaining integrals should involve triangles with integration factors of 1/3 and 1/6.
the last digit of i.d number is 916 method of members/fram
Solve for the y-component (in mm) of the centroid if that a=2.3, b=2.5, c=4.4, d=8.8, and r=1.5. All dimensions are in inches.Round off only on the final answer expressed in 3 decimal places. Use: 1 inch =25.4 mm
B1
Engineering Mechanics DETERMINE THE INTERNAL FORCE OF MEMBER DF FROM THE FIGURE BELOW. Note: for compression, include a negative sign ( - ) and for tension, type answer as is. Use four (4) decimal places during computation and two (2) decimal places for the final answer.
1.