End Plate for Vertical Bracing and Beam

American Codes

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Review Report

Bracing a = Shape Designation

Results factor

Bolts for Bracing d₀ = in. in. in. e = n = g₀ = p = in.

Forces kips P_u = V_u = C_u = kips kips

Gusset Plate t_p = in.

Beam and Column end plate bolted to Web ? Beam Column Custom

Welding w₀ = in. w₈ = in.

draw whitmore section draw block shear section

Bolts for End Plate d_e = in. e_e = d_t = in. in. n_g = n_b = g_e = in. p_g = in. p_b = in.

End Plate w_e = in. t_e = in.

Material F_y = ksi F_y2 = ksi F_u = ksi F_yp = ksi F_up = ksi F_ub = ksi

ASDLRFDIf end plate bolted to the web of column, please consider transfer forces of above connection and those of the adjacent bay, and check the column web at www.webcivil.com/uswebconten.aspxFor shear force at the end of beam, upward is positive, downward is negative, components on the beam from other vertical bracing should be considered Notes:For axial force at the end of beam, tension is positive, compression is negative, components on the beam from horizontal bracings and other vertical bracing should be considered For axial force of this vertical bracing, tension is positive, compression is negative End Plate for Vertical Bracing and Beam