The W27 x 94 beam shown below is laterally supported shown (points A, B, C, and...

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The W27 x 94 beam shown below is laterally supported shown (points A, B, C, and D). The concentrated load is a service live load. Use Fy= 345 MPa and determine the following: a. Lp (2 points) b. Lr (6 points) c. Cb (6 points) d. Mn (Check for both FLB and LTB, (7 points) e. Is the beam adequate for flexure using LRFD? (2 points) adequate for flexure using ASD? (2 points) f. Is the beam g. Is the beam h. Is the beam adequate for shear using LRFD and ASD? (5 points) adequate for deflection? (5 points) P₁ = 135 kN wp= 51.1 kN/m W₁ = 14.6 kN/m 2.7 m B 2.7 m C + 10.8 m 5.4 m The W27 x 94 beam shown below is laterally supported shown (points A, B, C, and D). The concentrated load is a service live load. Use Fy= 345 MPa and determine the following: a. Lp (2 points) b. Lr (6 points) c. Cb (6 points) d. Mn (Check for both FLB and LTB, (7 points) e. Is the beam adequate for flexure using LRFD? (2 points) adequate for flexure using ASD? (2 points) f. Is the beam g. Is the beam h. Is the beam adequate for shear using LRFD and ASD? (5 points) adequate for deflection? (5 points) P₁ = 135 kN wp= 51.1 kN/m W₁ = 14.6 kN/m 2.7 m B 2.7 m C + 10.8 m 5.4 m