Equivalen Total equivalent t Load load P t = W t1 + W t2 (Tensile)
Total Equivalent load
Total Equivalent Tensile P s = W 2d + W 2a + 2W d W a cosθ load P t = 12 [W t + W 2t + 4.W s2 ] (Shear) θ = Angle made by line joing Total Equivalent Shear C entroid and cetre of bolt Load having maximum radius P s = 12 [ W 2t + 4.W s2 ] Only one line horizontal then angle 0.. Only one line vertical angle is 90.
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Bolt Size calculatio n
P t = π4 d2c × f t d = 1.25 × dc
P s = π4 d2c × f s d = 1.25 × dc
P t = π4 d2c × f t P s = π4 d2c × f s d = 1.25 × dc
P s = W 2d + W 2a + 2W d W a cosθ (Shear) θ = Angle made by line joing C entroid and cetre of bolt having maximum radius