Answer Happy

please help me solve this asap
a 40 mm 40 mm Problem 4 For The beam W 410mm x 67 kg/m with 8mm web thickness subjects the girder W 530mm x 109 kg/m with 12mm web thickness to a shear load, P. Two angle 90mm x 90mm x 6mm with 4-22 mm bolts frame the beam to the girder as shown. Bearing Stress of plate, Fp = 480MPa Yield stress, Fy = 248 MPa Bolt shear stress, Fv = 100 MPa Bolt bearing stress, Fp = 220 MPa Bolt hole diameter = 25 mm ULO- Ooh 50 mm W 410 x 67 8-22 mm 50 mm TEO- 50 mm --OBA 40 mm = 40 mm 2L - 90 x 90 x 6 8-22 mm 50 mm Determine the following 1. _The allowable load P in KN based on the shear capacity of the 4 - 22mm0 bolts. 2. _The allowable load P in KN based on bolt bearing stress on the web of the beam. 3._If P = 105 KN, the number of 28mmo bolts needed to satisfy steel connection. 4._If P = 105kN, e = 50mm, tensile stress of 8-22mmo bolt. Answer: 304kN, 155kN, 3, 41.43MPa 50 mm Oo * 40 mm Do- BIDO GRO- O8 o 50 mm -- 2.40 mm W 530 x 109 -4-22 mm Ø