Problem 1 For the double-cantilever beam shown in Figure 1, it is required to: a) draw the bending moment and shear force diagrams for the given unfactored dead (DL) and live loads (LL) (i.e., without factoring) b) using the relevant load combinations (and factors) in the NBC-2015, draw the envelope (Max. - Max.) of the factored bending moment and factored shear force diagrams along the beam length Note: All loads indicated in Figure 1 are unfactored loads. POL = 6 kN PLL = 14 kN PDL = 6 kN PL = 14 kN WOL = 14 kN/m = 14 kN/m WOL WDL = 10 kN/m WLL = 20 kN/m WLL = 20 kN/m WLL = 15 kN/m 2,50 m 6,50 m 2,50 m Figure 1
Problem 1 For the double-cantilever beam shown in Figure 1, it is required to: a) draw the bending moment and shear force diagrams for the given unfactored dead (DL) and live loads (LL) (i.e., without factoring) b) using the relevant load combinations (and factors) in the NBC-2015, draw the envelope (Max. - Max.) of the factored bending moment and factored shear force diagrams along the beam length Note: All loads indicated in Figure 1 are unfactored loads. POL = 6 kN PLL = 14 kN PDL = 6 kN PL = 14 kN WOL = 14 kN/m = 14 kN/m WOL WDL = 10 kN/m WLL = 20 kN/m WLL = 20 kN/m WLL = 15 kN/m 2,50 m 6,50 m 2,50 m Figure 1
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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For the double-cantilever beam shown in Figure 1, it is required to:
a) draw the bending moment and shear force diagrams for the given unfactored dead (DL) and live loads (LL) (i.e., without factoring); and
b) using the relevant load combinations (and factors) in the NBC-2015, draw the envelope (Max. - Max.) of the factored bending moment and factored shear force diagrams along the beam length.
Note: All loads indicated in Figure 1 are unfactored loads.
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