2. Determine the resultant at point D (which is supported by the crane's mast) if AD = 90 KN, BD = 45 kN, and CD = 110 kN *Start by drawing the free body diagram.

2. A beam, which is simply supported carries a uniformly distributed factored load of 127 kN/m on a 6.0 meter beam. The base of the beam is 400 mm, and effective depth is 500 mm. Use double legged stirrups - 10 mm diameter, taking fc' = 27.6 MPa, and fy = 414.6 MPa: (Using Simplified Equation) b) What is the spacing of stirrups at critical point? (DO NOT ROUND DOWN)

1st problem only.. SHOW THE COMPLETE SOLUTIONS. GIVEN, REQUIRED, COMPLETE SOLUTIONS WITH FREE BODY DIAGRAM

1. For the restrained beam shown below, compute the end moments (kN-m). 1 m 3 kN-m 1m 1. What is Min kN-m? MA= | MB = 6 m 2 kN/m 2m B

Q1: for the beam loaded as shown, if E-200 GPa, I=39*10 mm, using double integration method, compute: 1. Deflection equation. 2. Maximum deflection 3. The slop at the right support. 15 kN/m 20 kN -1.5 m- 3m B

Determine and explain thoroughly, a. the equations of the shear and bending moment curves for the beam and loading shown in the diagram. b. draw the shear and bending moment curves for the beam and loading shown c. the maximum absolute value of the shear and bending moment. (Show the solution). 24 kN 24 kN 29 kN/m B |D -1.5 m--1.5 m --1.5 m-

For the beam loaded as shown in the figure below, determine the following unknowns using any method. a. Moment at A in kN-m. Indicate negative if counterclockwise. b. Moment at Cin kN-m. Indicate negative if counterclockwise. 31.4 kN 35.1 kN/m |B 3 m 3.6 m

From the given beam loaded as shown, Let P = 3 kN, L = 7 m, a = 3 m. E = 200GPA, I = 2000 x 10^6mm^4 1. Determine the following: P kN/m В C A L 2 a. Equation of the slope b. Equation of the deflection curve c. Position of the maximum deflection at segment AB from point A d. Maximum deflection.

The cantilever beam consists of a rectangular structural steel tube shape [E = 205 GPa; I = 90 × 106 mm4]. For the loading shown, determine the beam deflection at point B.Assume wAB = 45 kN/m, wBC = 25 kN/m, P = 30 kN, Q = 40 kN, LAB = 2.1 m, LBC = 3.1 m.

bläi 10 Q6) As shown in Figure 4, choose the nearest answer letter a, b, c or d. What is the ?equivalent resultant force (FR) 10KN 6 kN F =2 kN (Fal, ? AN 15 kN m (Fa,= ? kN 0.5m -1.5 -1.5 m (a) Figure 4 a) 5.32 kN O b) 6.32 kN O c) 4.32 kN O d) 5.37 kN O