a 24 kN ted loads and rests on soil that exerts a linearly distributed upward load as shown. 30 kN 0.3 m A WA 1.8 m B WB WHERE W_A = 26KN/M, FIND THE DISTANCE (A)
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- Could you help me with the first few steps on solving this using vectors? I need to calculate the forces in AB and BC. I don't the answer right away but I don't know where to start.2 F2 For the picture below, choose the correct free body diagram. W S 1.5m X A₂ 3 -In- # 800N Az Im Im J. A 1m--> 80 F3 600N E None Fac svo A 4 C B $ 2m F4 2m R 600 N 800N F g00N-m tv % V F5 T GOON 2m Im Im # AN Fac Az B G 6 B F6 Y & 7 H 800N 8 F7 U * 00 8 J Ax DII F8 Az N M Im 800 N ( 9 K Im C F9 2m ) 0 600 N F10 FFind the force pneed to fill the gap. Young's modulus as 300 GPa C 1,5 cm² 2 cm2 P. A 1 cm 1/2 p 0.5 m 0.5 m 1 m 0.5 mm (a) 13.84KN. (b) 14.21KN.
- Solve the distributed load problem given using both the calculus and the composite areas methodsPlease can you help with the free body diagram for this problemRequired information Stairs leading to a balcony are shown below. |400 lb dimensions in inches 40° 144 600 lb 32 22 16 38 30 30 For the 400 lb and 600 lb forces, and if F= 155 lb and P= 0, determine the reaction at point Dand the force supported by bar BE. The reaction at point Dand the force supported by bar BE are as follows: Dy= 410 Ib TBE = - 701.798 Ib
- Find the loading in ED GD and GC. EI, IJ, JK, and KG are equal length. A wire is attached to point G with a tension of 100N.Use the method of SECTIONS to find the true magnitude and direction in bar HG of the truss shown below in Fig 3.5 -500lb -100lb A 45° -200lb H -100lb 2 B -200lb -200lb MAGNITUDE AND DIRECTION OF SUPPORTS -500lb H -100lb 45° 2¹ C2D 2¹ Fig 3.5. -200lb -100lb LI 2 B 2₁ 2₁ D 2₁ EIn. 10:03 こ Eと A docs.google.com It is desired to remove the spike from the timber by applying force along its horizontal axis. An obstruction A prevents direct access, so that two forces, one 1.6 kN and the other P, are applied by cables as shown. Compute the magnitude of P necessary to ensure a resultant T directed alo the spike. Also, find T. * 200 mm 100 mm A 150 mm 1.6 kN 1 Add file Submit Never submit passwords through Google Forms. This form was created inside of lla. Report Abuse Google Forms
- can you please explain how to get the small triangle on the free body diagram ?HW4 Q7Q2 :A specimen of ductile cast iron having a rectangular cross section of dimensions 4.8 mm * 15.9 mm (3/16 in. 5/8 in.) is deformed in tension. Using the load-elongation data tabulated below, complete problems (a) through (f). Load Length Ib in. 75.000 2.953 2.954 4,740 1,065 2,055 2,900 3,720 75.025 9,140 75.050 2.955 12,920 75.075 2.956 16,540 75.113 2.957 18,300 75.150 4.110 4,530 5,145 2.959 20,170 75.225 2.962 22,900 75.375 2.968 25,070 5,635 75.525 2.973 26,800 6,025 75.750 2.982 28,640 30,240 31,100 76.500 78.000 79.500 6,440 3.012 3.071 6,800 7,000 7,030 6,930 3.130 31,280 81.000 3.189 30,820 82.500 3.248 84.000 3.307 29,180 27,190 6,560 6,110 85.500 87.000 88.725 Freeture 3.366 3.425 5,430 4,265 24,140 18,970 3.493 a) Plot the data as engineering stress versus engineering strain. b) Compute the modulus of elasticity. c) Determine the yield strength at a strain offset of 0.002. d) Determine the tensile strength of this alloy. e) Compute the modulus of resilience. f) What is…