can solves this one ? shp/1542214/mod assign/intro/2122HK2 HWC04 1interforcesALSection.pdflatchITIELTSLOL & TFTLearn anotherD Lượt xem trangA Đọc toT Thêm tin nhắn văn bảnRA AHOMEWORK OF CHAPTER 4:DETERMINE INTERNAL FORCES AT A SECTIONQuestion 1Determine the normal force, shear force, and moment at point C of the beam in Figure 1.15 kN10 kN1.5 m--1.5 m--15 m-1.5 mFigure 1

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Answered: Question 1 Determine the normal force,…

Question 1 Determine the normal force, shear force, and moment at point C of the beam in Figure 1. 15 kN 10 kN 1.5 m 1.5 m-1.5 m-1.5m Figure 1

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Engr statics I check it was wrong answer 245.166 I need to show all work. Topic: Shear and Bending Moment A gantry crane of weight W-100 Kg moves across a bridge with the length 1-5 m. The front axle of the crane (which is nearer end A) carries 3/4W whereas the rear axle (nearer end B) carries 1/4 W. The distance of the axles is b = 1/20. Determine the maximum value of the bending moment and enter your answer in N-m units. Remember to also show all your work (FBDs, calculation steps, etc on the handworked file) HINT: Determine the shear and bending moment equations
a) 1. The support reaction forces at the A and C, in terms of P,be careful of the sign. 2. Give the expressions of the shear and moment at an arbitrary poistion x of AB segment, in terms of P and x, be careful of the sign. 3. Give the expressions of the shear and moment at an arbitrary poistion x of BC segment, in terms of P and x, be careful of the sign. b)Given l= 1000 mm, P= 4000 N and l1/l=0.66, calculate the internal shear force and draw the moment diagram
Consider that the section is transmitting a positive bending moment about the z axis,Mz, where Mz=10 kip*in if the dimensions of the section are given in ips units, or Mz=1.13kN*m if the dimensions are in SI units. Determine the resulting stresses at the top and bottom surfaces and at every abrupt change in the cross section. Find the second moment of area, the location of the neutral axis, and the distances from the neutral axis to the top and bottom surfaces.
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