For the framing plan shown use the following specifications:

- specified loads: L = 3.8 kPa and D = 1.25 kPa Lf = (1.25) D + (1.5) L

- allowable deflection is L / 180 of the span. - - effective length for the columns is 7800 mm - mat spec G40.21 350W

Determine the following:

(a) factored loads on beams 2, 3, and 4 (draw loading diagrams

(b) size beams 3 and 4 (the most economical) (c) the load for each column using both methods

(d) the column size for each column (consider only one elevation) Underline all your answers

For the framing plan shown use the following specifications: specified loads: L-3.8 kPa and D - 1.25 kPa L = (1.25)D +(1.5)L allowable deflection is L / 180 of the span. effective length for the columns is 7800 mm mat spec G40.21 350W Determine the following: (a) factored loads on beams 2, 3, and 4 (draw loading diagrams) (b) size beams 3 and 4 (the most economical) (c) the load for each column using both methods (d) the column size for each column (consider only one elevation) Underline all your answers 10 ~ 1000= 10000 5000 5000 2 2 4500 1 CH 3 4500 4 - 5 - 17 3 ON N - 1 4500 - 2 B TOS EL7800 SCALE NTS