ASD methods according to ASCE $7-22.(20)$

Problem $2$:

Given: Roof Framing Plan is shown in Problem $1.$ Interior

beams are W$16$ x $26$ and are equally spaced. Interior Girder is

W$24$ x $55.$

Find: Using ASCE$7-22$

Maximum design loads on Interior Beam and Column

using LRFD and ASD $(20)$

Maximum design moment on interior beam using LRFD

and ASD $(10)$