- 200 Lb 10 In 200 Lb 4 In 3 In 50 Lb 50 Lb 50 Lb 50 Lb 50 Lb Rb 50 Lb Ra 40 5 In 2 8 In 17 In 10 In 1 2 1 2 14 In 5 0 In 1 (100.76 KiB) Viewed 15 times
200 lb 10 in 200 lb 4 in 3 in 50 lb 50 lb 50 lb 50 lb 50 lb Rb 50 lb Ra 40.5 in 2.8 in 17 in 10 in 1.2 1.2 14 in 5.0 in
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200 lb 10 in 200 lb 4 in 3 in 50 lb 50 lb 50 lb 50 lb 50 lb Rb 50 lb Ra 40.5 in 2.8 in 17 in 10 in 1.2 1.2 14 in 5.0 in
200 lb 10 in 200 lb 4 in 3 in 50 lb 50 lb 50 lb 50 lb 50 lb Rb 50 lb Ra 40.5 in 2.8 in 17 in 10 in 1.2 1.2 14 in 5.0 in 1.5 in 0.5 in 1.5 in Positive load (+Pz) of 200lb is applied on base plate. 50 lbs. reaction load is observed on four connecting bolts to L-beam. a) Find Moment, bending-normal stress of the L-beam and connection clip. b) Determine bolt reaction (shear and tension) on each leg of the connection clip's due +Pz load from the bolts reaction.