The factored moment demand using LRFD method is $73kN-m$

The factored load on the beam using LRFD is $9\mathrm{.}7k\frac{N}{m}$

The factored load on the beam using LRFD is $6\mathrm{.}68k\frac{N}{m}$

The beam is safe under bending if the nominal moment is $95kN-m$ and the strength reduction factor is $0\mathrm{.}9$

The beam is safe under bending if the nominal moment is $90kN-m$ and the strength reduction factor is $0\mathrm{.}9$

The factored moment demand using LRFD method is $83\mathrm{.}5kN-$mSelect the correct options, given that the beam on the right is a sawn lumber beam made of Douglas$-$Fir $4"$x No$1$ & Btr grade.

w$=195$ pounds per linear feet $($lbs$/$ft$)$

The maximum bending moment in the beam is $117,000lbs-$in

Sawn lumber section with nominal size $($bxd$)414$ will be safe under bending

The minimum section modulus required is $97\mathrm{.}5i{n}^3$

The maximum deflection in the beam is $0\mathrm{.}575$ in

The minimum section modulus required is $135\mathrm{.}66i{n}^3$

The maximum deflection in the beam is $0\mathrm{.}769$ in

The maximum deflection in the beam is $0\mathrm{.}329$ in

Please select correct options