determine the magnitude of the equivalent resultant force. determine the distance x from support A to...
The loading on the bookshelif is distributed as shown. Determine the magnitude of the equivalent resultant location, measured from point 2 lb/ft 3.5 lb/ft 2.75 ft 4 ft 1.5 ft
Determine the direction of the equivalent resultant force. Determine the magnitude of the equivalent resultant force. Specify where the resultant's line of action intersects member BC, measured from point B.
Determine the magnitude of the resultant force, and determine the resultant force’s coordinate direction angles α, β, and γ. Satics 140 lb 30% 70° 2 ft 100 lb
Please answer all parts of the question and try making it simple to understand. 4-102 Replace the loading system acting on the post by an equivalent resultant force and couple moment at point A 650 N 500 N 30° 300 N 1500 N m 60° 3 m 5-10. Determine the components of the support reactions at the fixed support A on the cantilevered beam 6 KN 1.5 m 4 kN 1.5 m 1.5 m Determine the reactions at the supports....
QUESTION 2 25 points San Find the equivalent resultant force and find its location, measured from point 200 lb/ft 500 lb 150 lb/ft -6 ft —_ te_3 ft-to-3 ft-- TTT Aria 3120 T. - E .
VODIL 1 0 PUN ) The "w" is a distributed load. Its magnitude is the last letter of your netID (units: lb/ft). Your full netID: and the last number of your netID is: _ The last number will be w. (Example: Pedro's ID is xd5613, he would use w = 3 lb/ft, you must use the last number of your own ID) Determine: a) Equivalent Resultant Force : b) Equivalent Resultant location, measured from A: 3 ft
Determine the resultant hydrostatic force the water exerts on a 1 ft width of the sloping upstream face of the gray dam. (Enter the magnitude in kips and direction in degrees below the horizontal.) 16 ft Dam 31 ft 39 ft magnitude 37.33 kips direction 36.6 below the horizontal Determine the location d in feet at which it acts along the back face of the dam 20.7 ft Determine the resultant hydrostatic force the water exerts on a 1 ft...
Replace the loading on the beam by an equivalent resultant force and specify its location measured from point A. (b) Calculate the value of the reactions at support A and support B. (c) calculate the shear, normal force, and bending moment at a point 1.5 m to the right of A. (d) Same as (c) but at a point 0.5 m to the right of B. The system is in equilibrium.
The tank contains a fluid with a specific weight of 80.7 lb/ft3 . Determine (a) magnitude of the resultant force exerted by the fluid on the bottom of the tank; (b) magnitude of the resultant force exerted by the fluid on side ABCD; (c) location of the center of pressure on side ABCD (vertical distance below liquid surface); (d) magnitude of the resultant force exerted by the fluid on side AEFD; (e) location of the center of pressure on side...
Given the composite distributed load, determine the distance (ft) from node A to the total resultant force. Do not include a sign nor units in your answer. Provide your answer to the nearest 0.01 ft. w=801b/ft Given the composite distributed load, determine the total magnitude of moment caused by the load acting about node A. Do not include a sign nor units in your answer. W? Bo ib/ft + 3 ft loft oft *** * & Ś