Find normel stress at pontA ? Find shear stren at puint A point A ? 2
Q: Determine the force in member BD, in kN. 3.5 5.0 7.0 1.75 5 kN. B 5 m jc 10 kN 5m 2 m 3 m
A: It is To find the force in member BD-
Q: 15 kN/m 5 kN/m 9 m
A: Given data Simply supported beam UVL Span length I will break the given loading into UDL and UVL
Q: 250 kN/m 150 kN/m B 5.5m 4.5 m 150 kN/m A
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Q: (1) (2) 15° 55° Member (1) has an area of 1,200 mm^2 and an allowable normal stress of 160 MPa.…
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Q: The maximum shear stress (kPa) is most * nearly 100 kPa 50 kPa -50 kPa 50 kPa 75 O 56 66 O E
A: σx = -50 kPa σy = -100 kPa τxy = 50 kPa To calculate the max. Shear stress in kPa
Q: A triangular wooden beam width 150 mm base and 300 mm height carries two concentrated load of 20 kN…
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Q: Problem 5: If the allowable bearing stress for the material under the supports at A and B is…
A: This problem is related to bending stress topic in structure analysis or solid mechanic. In this…
Q: 1. Determine the maximum shear, and major and minor principal stresses. G = 3000 psf 1 = 500 psf 6 =…
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Q: The maximum shear stress (kPa) is most nearly 100 kPa 50 kPa -50kPa 50 kPa 75 O 56 O 66 O
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Q: Determine the shear stress (in Mpa) in the 29.39- mm-diameter pin at A that support the beam if P =…
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Q: unit across a 12-m. Determine the maximum shear in kN.
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Q: 23/Find the maximum shear stress. 4 kN/m 5 kN Im 2 kN.m 2m 2m 2m 2m 5 mm E=200 GPA 20 mm -50 mm-…
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Q: 5. If the allowable bearing stress for the material under the supports at A and B (ob allow = 1.5…
A: Given:- The allowable bearing stress for material under the support = 1.5 MPa The magnitude of the…
Q: P=20.08 The simple beam with overhang carries a uniform load, w (kN/m) and a force P (kN). (a)…
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Q: 15 KN 4 m 5 kN/m 2 E1 B 3EI 5 m 5m 12 KN 3 EI 5m Question A For structure below, complete the…
A: Given An indeterminate frame Required To find support reactions using force method.
Q: What will be the value of the shear force at the fixed end A, at free end B and at point C for the…
A: Given data Cantilever beam UDL Point load Span length
Q: 31, a = 5, b = 4, and c = What is the location of zero shear from A in meters? Given: w = 2. w kN/m…
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Q: Determine the maximum torque of the tube shown if the allowable shearing stress is 59 Mpa. Given: t…
A: To find : Maximum torque of the tube
Q: 2/86 If the resultant of the loads shown passes through point B, determine the equivalent…
A: Couple: A couple of a system is defined as the force with a resultant moment but no force. Due to…
Q: Determine the maximum torque of the tube shown if the allowable shearing stress is 49 Mpa. Given: t=…
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Q: А B C
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Q: 24 kN/m 250 mm 200 mm 1.75 m Fig. 2: Viga simple AB de madera
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Q: Design the Beam AB Below by using Working Stress Method ; A 6.5 kN/m В 4.4 m
A: The working stress method is also called the modular ratio method or centroidal axis method. The…
Q: forces are in compression or in tension. 2.85 KN 5.7KN 2. 285 KN 2.85KN E 4,57KN F 2. 285 KN 3M D 3m…
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Q: 5/5 find the normal stress at left of point C A T00 B C 40 kN 50 KN 40 mm 70 10 kN 1) 20 mm 30 mm…
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Q: Determine the maximum torque of the tube shown if the allowable shearing stress is 56 Mpa. Given: t…
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Q: Determine the maximum shear
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Q: Determine the largest load P that can be applied at A when 0 = 50° , knowing that the allowable…
A: Solution: Given data: dia =10 mmθ=50°
Q: can be considered distributed load is 4 eters. Determine the
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Q: A cantiliver beam subjected to a uniform load along its length and axial load P. Draw the shear and…
A: Determine maximum shear force and maximum shear stress
Q: P2 B MATHalino.com D 5 m 4 m MATHalino.com
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Q: Consider the beam below (Note: distributed load is 1 k/ft) 20k | 10K 3K THT B 1o fr What is the…
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Q: 2/86 If the resultant of the loads shown passes through point B, determine the equivalent…
A: Moment: It is the force that has a tendency to rotate a body about its own axis along the line of…
Q: P D A le E Loading status in figure q = 4 kN/m, P = 48 kN in the bar dimensions L= 2 m and e= 0.5 m.…
A: To find bending moment at E
Q: Situation 2 Gate AB in Figure 1 is a regular hexagon with perimeter of 18m. It is hinged at A and…
A: The center of gravity is defined as the place at which the mass of a set of elements is thought to…
Q: CLO 2: The girder of a simple log bridge supports a wheel load W acting at any position along the…
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Q: A single horizontal force P of 125 lb magnitude is applied to the end D of lever ABD. Determine (a)…
A: (a)
Q: A bar is supported by pins at B and A. If x is one meter and w is 12 kN/m determine the diameter of…
A: given w=12KN/m distance x =1.0 myeild stress given in pin =250 MPafactor of safety fos=2.0working…
Q: Where is neutral axis of the gutter section with reference from the bottom of the channel? What is…
A: area of C6X13 = 3.83 in2 Iy = 1.05 in4 but in the girder section it becomes Ix x¯ = 0.514 in but…
Q: A simply supported wood beam carries a concentrated load of P = 8200 lbs as shown. The beam spans…
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Q: Determine the maximum torque of the tube shown if the allowable shearing stress is 58 Mpa. Given: t…
A: Given data, Allowable shearing stress = 58 MPa t = 2.79 mm a = 43 mm To find out the maximum…
Q: (KN) at midkpan. Find the vertical reaction CKN) at A. Determine the tension E TA= 300 kN, Find the…
A: The values and diagram given in the question are as follows:
Q: Q5/ Determine the maximum shear stress in the T-beam at section C. Show the result on a volume…
A: Consider the figure,
Q: The wide-flange shape has dimensions of b; = 7.30 in., t = 0.9 in., d = 18.1 in., and tw = 0.6 in. A…
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Q: 1. Determine the internal normal force, shear force, and bending homent at point D. 10 kN/m ||| B -…
A: To find internal forces at point D
Q: A beam has the cross section shown (thin-walled profile). The shear center is at a distance, e =…
A: we have formula for calculating shear stress at C in web as T= VQItw given V = 30kN = 30000 N tw =…
Q: CLO 2: A cantilever beam of span 12 m carries a triangular load that varies linearly from zero at…
A: Option B Is the correct option
Q: at each support and determine then maximum shearing stress in shaft AB and AC
A:
Q: 2/86 If the resultant of the loads shown passes through point B, determine the equivalent…
A: Solution; By the digram;
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- University of Warith Alanbaya Civil Engineering Department Mr. Safa'a Sabry M. Engineering Mechanies Chapter Two - 1 Homework 1 Q.4. Determine the magnitude of the resultant force FeF+F and its direction, measured counterclockwise from the positive x-axis. Q.1. Determine the magnitude of the resultant force acting on the screw eye and its direction measured clockwise from the x-axis. F 250 lb 09 30 2 kN 6 kN Q.2. Two forces act on the hook. Determine X- the magnitude of the resultant force. 45° F2= 375 lb Q.5. If0 = 60° and F=450 N, determine the magnitude of the resultant force and its N 00 direction, measured counterclockwise from the positive x-axis. Q.6. If the magnitude of the resultant force is to be 500 N, directed along the N 00, Q.3. Determine the magnitude of the resultant force and its direction positive magnitude of force F and its direction y-axis, determine the measured counterclockwise from the positive x-axis. N 008 IS X- N 00 N N 0092 fo 120 Draw the triangle of frces and determine he two resultant f the shown fore aching n the figure. Poiat AA har of steel havang a rectangular cross-secton 7.5 cm by 25 cm. carres an axiai tensile load of 180kS stimate the decrease n the lengta ef the sdes et the cross-section if Yoang's mtulus, E, is 200 GN n and Porsson's eatixr, v.
- 4Iven: Ex : -533 x10 Ex: -533 x/0-6 67x10-6 Yx, = -l626 x /0-b E : 30 x/0 psi Y: ,30 Find: Stress Components on face +45° from X -axis.What is the internal force in member AD? A. 750 N , T B. 450 N , T C. 750 N , C D. 450 N , C SHOW SOLUTIONSイ H.W.pdf -> A simplified model as shown in figure below of a planur robotie urm. You may ussue thut each segment has length 1.5 m, aad the applied force is 250 N. 0, = 35 and -0,- 20. Calculate dhe aoncnt that the force, F. cacits about dhe point A ...
- 6. L{2cost3t+ 5sin3t}2. Find the maximum tensile stress in the section of the beam and find the orientation of the neutral axis with respect to the horizontal. W310 x 38.7 15. Properties ly=7.26X 106 mm4 1₂ = 85.1 x 106 mm4 M-16 kN - m Hint: 0x== MzY+ Iz Myz ly C 310 mm 165 mm Iz tang= tane ly6.14 For a beam having the cross section shown, deter- mine the largest allowable vertical shear if the shearing stress is not to exceed 60 MPa. a hp ☆ C ( 1 Dimensions in mm ← →→→ 40 40 40 10 A -30- Problems 39 10 5/8/20
- Q2 What shape Sheau foue bending and shope woment is expected SN|m A3. The roof truss is subjected to the loadings shown. Determine the force in each member and indicate if the members are in tension or compression. Approximate each joint as a pin. 200 N C 300 N 300 N 1.5 m B, D. 4 m 3 т H 3т G F 3 m 3 т o00 00 00 o oo 150 N Paint X iteDetermine the force in each member of the loaded truss. All triangles are equilateral with side length d. The forces are positive if in tension, negative if in compression. Answers: §§ 8 8 8 8 8 4 ė AB- AG= i BC= i i i i ¡ 1 i i i i B G 7.0 kN KN kN KN KN kN KN kN KN KN 6.2 KN kN KN kN D