4-42. Draw the shear and moment diagrams for each member of the frame. Assume A is fixed, the joint at B is a pin, and support C is a roller.
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- The vertical load on the hook is 1000 lb. Draw the appropriate free-body diagrams and determine the maximum average shear force on the pins at A, B, and C. Note that due to symmetry four wheels are used to support the loading on the railing.1-6. Determine the normal force, shear force, and moment at a section through point C. Take P = 8 kN. 1-7. The cable will fail when subjected to a tension of 2 kN. Determine the largest vertical load P the frame will support and calculate the internal normal force, shear force, and moment at the cross section through point C for this loading. B 0.1' m 0.5 m A -0.75 m- -0.75 m -0.75 m- Probs. 1–6/7The jib crane supports a load of 750 lb from the trolly which rides on the top of the jib. Determine theinternal normal force, shear force and moment in the column at point D when the trolley is at the positionshown in figure 8. The crane members are pinned together at B, E and F and supported by a short link BH.
- F -1.5 m -1.5 m |A 1 m M 45° Determine the support reactions on the member in Fig. The collar at A is fixed to the member and can slide vertically along the vertical shaft. If F=856 N and M=590 N-m Find the Moment at point A, include the rotation in your answer.4/48 Find the force in member JQ for the Baltimore truss where all angles are 30°, 60°, 90°, or 120°. W R N - KL M BCDE F GH J 100 kN 100 kN Problem 4/48Find the reaction at A due to the uniform loading and the applied couple. The force reaction is positive if upward, negative if downward. The moment reaction is positive if counterclockwise, negative if clockwise. 3.8 kN/m 14.8 kN-m A 3.9 m 3.9 m- Answers: RA = i kN MA = i kN-m
- *3-8. The strut is supported by a pin at C and an A-36 steel guy wire AB. If the wire has 'a diameter of 5 mm, determine how much it stretches when the distributed load acts on the strut. 60 3.4 kN/m 2.7 m1-7. The cable will fail when subjected to a tension of 800ON Determine the largest vertical load P the frame will support and calculate the internal normal force, shear force, and moment at the cross section through point C for this loading. B 0.1' m 0.5 m A -0.75 m- -0.75 m -0.75 m PThe bracket is held to the wall using three A-36 steel bolts at B. C, and D. Each bolt has a diameter of 0.8 in. and an unstretched length of 2 in Part A 2 in 1 in If a force of P450 lb is placed on the bracket as shown, determine how far, a, the top bracket at bolt D moves away from the wall. For the calculation, assume that the bolts carry no shear; rather, the vertical force of 450 lb is supported by the toe at A. Also, assume that the wall and bracket are rigi exaggerated deformation of the bolts is shown in the figure Express your answer to three significent figures and include appropriate units. ? Value Units Submit Request Answer Provide Feedback OMEN Gaming Hub Application restart required A software component has b and OMEN Gaming Hub nee restarted. Would you like to w OMEN Gaming Hub now? RESTART APP DON'T SHO
- The compound beam is supported by a roller at point C, fixed at point A, and the two sections are pinned at point B. It is subjected to a free couple moment M, a distributed load with maximum load intensity w, and a concentrated force F. If the distributed load w = 0.6 kN/m, the concentrated force F = 0.6 kN, and the free couple moment M = 0.8, determine the magnitude of the support reaction (in kN) at pin B. Answer must include 2 places after the decimal point.Determine the reactions at A and B for the beam subjected to the couples and distributed load. At x = 0, the distributed load is increasing at the rate of 9 lb/ft per foot. Assume a = 5 ft, b = 20 ft, w₁ = 150 lb/ft, w₂ = 420 lb/ft, M₁ = 2630 lb-ft, M₂ = 1640 lb-ft. M₁ W | w = ko+k₁x + k₂x² potiu ·a+ b B W₂ M₂ -X6-10. Members ABC and BD of the counter chalir are rigidly connocted at B and the smooth collar at Dis allowed to move fredly along the vertical stot Draw the shear and moment diagrams for member ABC 6-7. Draw the shear and moment diagrams for the compound heam which is pin connected at 8. (This structure Is not fully stable. But with the given loading, It is halanced and will remain as shown if not disturhed.) 6 kip Skip -P-150 1.5A 6 ft 4 t Prob. 6-7 Prob. 6-10 *6A Express the Internal shear and moment in terms of and then draw the shear and moment diagrams for the beam. 6-1L. Draw the shear and moment diagrams for the pipe The end screw is subjected to a hortzontal force of 5 EN. Hint: The reactions at the pin C must be replaced by an equivalent loading at polint B on the axs of the pipe. 90 lb 400 S AN. 400men Prob. 6-8 Prob. 6-11