
40 kN Question 1: Determine the bearing stress caused by the applied force at A, B,...
3) (40 pts) The EXTERNAL 35 kN force P is applied to the end of a 2 m long cantilever beam with the given cross section. The force acts through the shear center, forming an angle of 35 with the horizontal axis. The x, y axes pass through the centroid C. The y-axis can be assumed to coincide with the right- hand edge of the vertical section. Determine (a) the normal bending stress at Point A, (b) normal bending stress...
For the beam shown below, determine (1) magnitude of the bending
moment at the pin support A; and (2)the magnitude of shear force at
the immediate right side of the pin support A.
For the beam shown below, determine (1) magnitude of the bending moment at the pin support A; and (2) the magnitude of shear force at the immediate right side of the pin support A. 2 kN/m 1.5 kN 30° 1.2 m 0.6 1.2 m 1.8 m 1.2...
60 kN 60 kN 35 kN 35 kN 35 kN 1 m 1 m 1.5 m 1.5 m 1m 1 m Given a concrete deck, sitting on I-beams, which sit on horizontal girders that are being supported by concrete columns with footings underneath. Each I-beam directly carries the load above it and columns A&B each carry half of the bridge load. Each I-beam's flanges are 200 mm wide and each beam sits on a 500 mm (side view) wide girder...
Question 4 (20 points) Moment about a Line Find the moment about line segment OA caused by the applied force F. Note: Point A is located in the x-z plane; Point B is located in the x-y plane F=< -10, 30, -8 > KN 2 m
If the bending moment applied to the beam below is 45 kN-m, determine the stress at point A (top surface of lower flange) and point B (top surface of upper flange). Identify the stresses as tension or compression. 00 m 1 rect =_bh3 20 mm Y= 21 (0.0i)(0.02)(Ot) +015(0.26) Co oib (onsXo.oe) 300 m 2. 20 m 20 mm У, О.IS m
3.1.0639365 For the forces acting on the beam shown in Figure 3.1g, determine the location of the equivalent resultant force with reference to point A in m. Given / = 1.8, w1 = 15, w2 = 8, P1 = 8 and P2 = 16. (Note: Prefix the value with negative sign "-"if the location is to the left of the reference point. E.g. if the location of the equivalent resultant is located between points A and B, or to the...
1. (8 points) A beam is applied 4kip force and 20kip*ft moment. The allowable normal stress is 24 ksi and the allowable shear stress is 14.5 ksi. Select the lightest W6 I-Beam (wide flange beam) size for this structure. 4Kip 1 2 2o kip.ft kift* aft
Force F, 1 kN, is applied in the negative y-direction at point
B. The magnitudes of the tension in the cables are T(BC) = 707 N
and T(BD) = 1500 N. Point E is 3m from point A.
a) Calculate the vectors representing the tensions in the
cables.
b) Determine the internal force and moment system in the bar at
x-section E. Show the internal forces and moment on free body
diagram.
6 m I) 6 3
Moving to another question will save this response Question 10 Calculate the vertical force component of the 40 kN for the beam loaded as shown in the figure below 10kN 0 kN 20kN 30kN A 2m 4 m 4m -39 4 KN
Moving to another question will save this response Question 10 Calculate the vertical force component of the 40 kN for the beam loaded as shown in the figure below 10kN 0 kN 20kN 30kN A 2m 4 m...
3.1.5312506 For the forces acting on the beam shown in Figure 3.1e, determine the location of the equivalent resultant force with reference to point Din m. Given p = 1.5,9 = 2,r=3.5, W1 = 40 and w2 = 60. (Note: Prefix the value with negative sign "-" if the location is to the left of the reference point. E.g. if the location of the equivalent resultant force is located between points A and C, or to the left of point...