Problem 2.8 Determine all the member forces. 14 kip 12 kip 12 kip 4 ft 6 ft a e h f 12 ft 8 ft 8 ft 12 ft 00
Q: 100 kN 45° EF, 200 kN 200 kN 30 100 kN 193.30 103.40 173.8 273.8
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Q: Problem 3 Five forces are acting on the cantilever beam AB. Find the resultant or a couple acting on…
A: The FBD of the beam is shown below:
Q: 1. Express the two forces shown as Cartesian vectors. 2. Determine the magnitude and coordinate…
A: Given:- The magnitude of the force along with AB = FAB = 200 N The magnitude of the force along…
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A: *Multiple questions* As per our guidelines we are supposed to answer?️ only one question. Kindly…
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A: The FBD of the beam is shown below: Calculating the reaction using the moment distribution method:…
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Q: Find the Force in EG shown in the figure. I kN 2 kN 1 kN a. 1.73KN b. 0.86KN B D с. 2.89KN d. 5.77KN…
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Q: 1.) Determine the resultant of the forces acting on the body. 450KN 600KN 2 1 4 200kN 15 12 2 250kN…
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Q: Problem 3 Five forces are acting on the cantilever beam AB. Find the resultant or a couple acting on…
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Q: 240 240 600 N 120 96 40 18 kg 600 N Dimensions in mm Fig. P4.50
A: To find - Moment at support A and C.
Q: Problem 3 Five forces are acting on the cantilever beam AB. Find the resultant or a couple acting on…
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Q: Find: The internal forces at point C. 0.5 ft 3 ft- 2 ft A |150 lb/ft 8 ft 4 ft -
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Q: Q2. Analyze the following frame as shown in the figure. AB has 21, BC has 1.51, and BD has I. 120 kN…
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Q: Part 2. Problem Solving 1. Determine the x and y components of each of the forces shown. 2.…
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Q: Problem 3 Five forces are acting on the cantilever beam AB. Find the resultant or a couple acting on…
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Q: مله هره الحرا تر بله A 2/88 If the resultant of the forces shown passes through point A7 determine…
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Q: N.cm clockwise is the resultant of the force system shown Q1. The 1000 in figure 1, determine the…
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Q: 2- Determine the resultant of the forces which shown in figure. Jhand ya F-600 N s00 N F-650 N
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Q: 15KN 15kN 4 30° 45° 30 PA 25KN F.
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Q: A bar, 20 mm diameter and fixed at A, is stretched with a force of 10 kN to bring to support B and…
A: E=200GPa P=10kN D=20mm
Q: How to solve?
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Q: Determine the magnitude of the component force F shownandthe magnitude of the resultant force FR if…
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Q: Q3: Determine the resultant of the three concurrent forces shown in the Figure below. F2 = 10N F, =…
A: component of forces in X-directionFX=F1cosθ-F2cos60°here,cosθ=35henceFX=5035-1012FX=25 Ncomponent of…
Q: Replace the loading by an equivalent resultant force and determine where its line of action…
A: Equilibrium of horizontal forces, ∑Fx=FxFx=250cosθ-300-500cos30°=25045-300-5000.866=-533 N The…
Q: 4. What should be the value of P and F (a) if the resultant acting on bar shown is zero. (b) If the…
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Q: Find the force pneed to fill the gap. Young's modulus as 300 GPa. C 1.5 ст2 2 cm2 A 1 cm 1/2 p 05 m…
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Q: +16-8. Determine the components of displacement at . Take E=29(10) ksi, I=650 in,A=20 in2 for each…
A: Dk=000Qk=-4-60000-4-60000Q7Q8Q9=4833.3300-4833.3300000130.907854.170-130.907854.1700007854.17628333.…
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- *2-92. Express each of the forces in Cartesian vector form and determine the magnitude and coordinate direction angles of the resultant force. 0.75 m FAS FAS = 250 N FAC = 400 N 3 m 40 2 m im- -1m- Ргob. 2-92find out F, KN F23 f13 f161 F4-36. Replace the loading shown by an equivalent single resultant force and specify the x and y coordinates of its line of action. 100 N 3 m A 3 m 200 N 200 N 12 m m 1 m 100 N 3 m
- Q4/ determine the design moment capacity of the beam shown in figure use fy=400 N/mm2 Fc = 25 N/mm2 60mm As' = 400mm? 450mm Dr. Ali A As = 1550mm 6Smm 300mmCalculate the magnitude and nature of forces in members marked 1, 2, 3 and 4. Assume all member to be pinjointed. ion: ] H C J 4 2 D K E L F 30 t 15t 30 t -6 panels @ 4 m = 24 m- M G Solved Papers T 3m4m BILL1 L2 H2 D. B H1
- Determine the force in the member U1U2 of the trust shown: 12 U3 U2 U4 Us 30 ft 25 ft 15 ft L6 Lo L2 L3 Ls 45 k 20 k 20 k 30 k 30 k 55 k 6 at 30 ft 180 ftG=1.5 Wz4x55 G=1.5 Iz' czI CZ Question 24 Wz4x55 G=3.0 G=3.0 The frame shown is the plane of the frame. Bending about strong axis is in the plane of the frame. G values are given and shown near top of columns (use t=1.0) C3 Iz Fix 30 Pin O6×ヤIM OBメIM WI4x90Situation 2 Find the following forces in members of the transmission line truss shown in figure. Indicate the axial force whether it is compression or tension. 1. CD 2. DG 3. EG 400 b 10n-10 n10100-t1on- 400 Ib 101 20 -20 ft- 4.
- For the truss structure in figure 6, draw the appropriate primary structure under unit loads of redundant. Write the compatibility equation 30 kN D E 耳。 A 3m Ay V20KN 3m |By 3mA simply supported girder spans 10 m. It carries two beams, each at 3.5 m from the supports. The concentrated load from each beam is 70 kN. Properties of W 410 mm x 100 kg/m d = 410 mm A = 12710 mm² = 260 mm bf tf = 17 mm Ix = 397x106mm4 ly = 49x106mm4 tw = 10 mm F, = 248 MPa a) Which of the following gives the maximum web shear stress (MPa)? b) Which of the following gives the maximum horizontal shear stress (MPa) at the neutral axis?Determine forces in members BC, BG and FG