Introduction To Finite Element Analysis And Design
2nd Edition
ISBN: 9781119078722
Author: Kim, Nam H., Sankar, Bhavani V., KUMAR, Ashok V., Author.
Publisher: John Wiley & Sons,
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The cantilever beam depicted below is rigidly attached to a wall at point A, which coincides with the
coordinate system's origin. Point B near the beam's free end has coordinates (1.3, 0.3, 2.4) m. The vector
r₁ = 1î+12ĵ+1k m is perpendicular to the beam axis AB and oriented parallel to the width dimension of
the cross-section, as shown. The vector 72 = 29.11+1.23 - 14.7 m is perpendicular to the beam axis AB
and r₁. The force P applied to point B of the beam has the direction angles 0x = 144°, 0y = 72°,0% = 60°.
Questions:
a Assuming |P| = 1000 N Compute the force moment about rỉ and 72.
b Previous experiments on similar beams made of the same material have shown that the beam will
rupture and be torn from the wall when the absolute value of the moment of P about r₁ is 4000 Nm,
or when the absolute value of the moment of P about r2 is 6000 Nm. Determine the magnitude of
P that will cause this beam to fail.
The bending moment diagram and cross-section for a beam are shown below. Use the elastic flexural
formula ox = -Mzy/l, to determine the required strength of the beam to resist the compressive
stresses.
Circle the correct answer for the compressive strength in ksi:
2.3, 2.5, 27.5, 30, 37.7
Show your work below.
Bending Moment Diagram
Beam Cross-Section
4"
+50
2'
(K-Fe)
2"
2"
- 40
2"
w=25kN/m
a=1m
b=5m
P=70kN
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- A 46* ull 54% A 9:26 Hadi Moustafa H LIU What is the magnitude of the moment done by the force about the "z-axis" in the following figure. mumim 0mood odi Wniog uods 4 m F = {60i – 50j – 20k} N %3D 3 m IIarrow_forwardThe bending dstributon in a beam as a function of distance 'x' is moment given by M= (5x2 + 20x 7) N-m. the shear force at x=2 m is 10 N 40 N 20 Narrow_forwardYou are required to calculate the second moment of area about the x-axis for the figure below. a mm b mm a mm a mm One method for calculating the second moment of area is to break up the shape into three parts as shown below. Calculate the second moment of area of segment 2 if: a = 30.67 mm b = 21.14 mm |_x = mm^4 a mm ww earrow_forward
- QUESTION 2 Question 2 A cross-section of a beam is shown in Figure Q2. If the shear force in this section is V = 125 KN, determine the value and the location of the maximum shear stress in the section. In Figure Q2, a = 30 mm and the origin of the coordinate system is at centroid of the cross section. 7 y= Z= A a AY S= 20 4a mm; mm; O Figure Q2 Answer The vertical coordinate (y-coordinate; the y-axis serves as the axis of symmetry of the cross- section.) and horizontal coordinate (z-coordinate) of the location where the maximum shear stress occurs in the section are ← a The vertical distance from the location where the maximum shear stress occurs in the section to the bottom side (AB cross section can be calculated as Distance = mm (units: mm) 3a Second moment of area The second moment of area employed in the equation to calculate maximum shear stress can be calculated as I₂ = a (units: mm²) Shear stress The second moment of area employed in the equation to calculate maximum shear…arrow_forwardfind second moment of area for cases 4-7arrow_forwardA uniform beam is simply supported at both ends x = 0 and x = L. Find the shape of the center line of the beam, given the weight per unit Length is w. v(x) = [xª – 4 Lx3 + 6L?x²] 24 EI a. y(x) = [x4 – 2Lx3 + L?x²] 24 EI b. 2AEX1- 2Lx3 + L³x] 24 EI C. v(x) = v(x) = [2x4 -5 Lx3 + 3L?x²] 24 EI d. y(x) = [2x4 - 3L³x3 +3L²x²] е. 24 EIarrow_forward
- The Figure shows a loading set up similar to that of the 'Bending in Beams' laboratory experiment. E = 200 GNm"2 and I = 2 x 109 m“. The bending moment and the radius of curvature at any point in the beam between the support points B and C are respectively: 1 kN 1 kN B 0.125 m 1.25 m O a. (-)125 Nm, 1.2 m O b.(-)12.5 kNm, 2.8 m O C. (-)2.5 kNm, 2.4 m O d.(-)125 Nm, 3.2 marrow_forwardConsider the beam in the picture below: 7kN/m 5kN/m P N/m Section 1 Section 2 Section 3 - L/3 L/3 L/3 %3D Take P = the last four digits of your student number in N/m. If P<250 N/m then take P = 30OON/m instead. Take L = the third digit of your student number, reading left to reight. If this value is zero then take L = 2 Assume: The reaction at the Pin = V pin 47000L+9PL )N 54 The reaction at the Roller = Vroller = 61000L+9PL 54 and that both reactions act vertically upwards. a) Find an expression for the internal moment for Section 1. Show all working and any relevant free body diagrams. b) What is the maximum magnitude of the internal moment for Section 1? Mark sure you prove that the value you calculate is the maximum. c) Find an expression for the internal moment for Section 2. Show all working and any relevant free body diagrams. d) What is the maximum magnitude of the internal moment for Section 2? Mark sure you prove that the value you calculate is the maximum. e) Find an…arrow_forwardWhat is the norminal force, N in kilo Newtons(kN). What is the shear force, V in kilo Newtons (kN). Find the bending moment, M in kilo Newton metres (kNm).arrow_forward
- 10 / 36 110% Q22](problem 2/28: p37) (¿ãt2) Determine the resultant `R" of the two forces Shown in fiqure, and find the angle o" between R and A- 10 800 N the x-axis . 900 N 25 4" Ane R=10379 N . 0 =66-8 Q23]( problem 2/25 's p37) Exemple201-2o At What angle x must the Type here to searcharrow_forwardFor the triangular element shown below, determine the shape functions at the point P. (5,6) (34) 0 (4.5,6) 2 (8,5) Harrow_forwardA cantilevered beam is loaded with a uniformly distributed load as shown below. If w1 = 2000 lb/ft, what is the value of the moment (ft-lb) at x = 2 ft?(NEED NEAT HANDWRITTEN SOLUTION ONLY OTHERWISE DOWNVOTE)arrow_forward
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