Figure Q-2 shows a roof truss and the detail of the riveted connection at joint B. Using allowable stresses of t = 70 MP

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Figure Q 2 Shows A Roof Truss And The Detail Of The Riveted Connection At Joint B Using Allowable Stresses Of T 70 Mp 1 (245.59 KiB) Viewed 28 times

Figure Q-2 shows a roof truss and the detail of the riveted connection at joint B. Using allowable stresses of t = 70 MPa and ob= 140 MPa PBC DESIGNATION L75 x 75 x 6 L75 x 75 x 13 - 14 mm gusset plate ..... PBE 75 x 75 x 13 mm 75 x 75 x 6 mm AREA (mm²) 864 1780 The absolute axial force acting in member BC is ___KN 4 m Figure Q-2 C 4 m 144 KN E 6m 4m 300 KN F G 4 m 144 KN H