Answers:
IXX = 54.47×106 mm4
Ztop = 722826 mm3
Z bottom = 242474 mm3
Mmax hog = – 90.00×106 Nmm
Mmax sag = + 51.42×106 Nmm




Answers: IXX = 54.47×106 mm4 Ztop = 722826 mm3 Z bottom = 242474 mm3 Mmax hog...
Answers:
IXX = 92.11×106 mm4
wmax = 15.53 kN/m
1/R = 0.0085 m-1
6. Calculate lxx for the steel I-section shown in Fig. Q6a. This section is to span a distance of 9 m and is loaded as shown in Fig. Q6b. Calculate the magnitude of the maximum UDL that can be sustained by the beam if the design stress of the steel is 239 N/mm2. Calculate the curvature of the beam at midspan under that maximum UDL, taking Estel...
Answer:
y = 138.889 mm from bottom
IXX = 282.115×106 mm4
9. Establish the height of the centroid in 300mm the concrete beam section shown and calculate the second moment of area about the centroidal axis, lo, (in mm*) using the general formula: Hint: The width of the trapezoid at a general height, y (measured from the neutral axis) is described by the expression: 150mm b (300-150) y 250 Fig. Q9 where b is the width of the section at...
Answers:
Mmax = 170.67×106 Nmm
σb max = 248.42 N/mm2
F.O.S. = 1.24
5. Calculate the maximum moment in the beam shown. If the elastic section modulus of the beam is Z 687000 mm3, calculate the maximum bending stress in the beam. Calculate the factor of safety against failure if the design stress of the steel is ơd 309 N/mm2. 12 kN/m 8m 4m Fig. Q5
Answers:
Mmax = 170.67×106 Nmm
σb max = 248.42 N/mm2
F.O.S. = 1.24
5. Calculate the maximum moment in the beam shown. If the elastic section modulus of the beam is Z 687000 mm3, calculate the maximum bending stress in the beam. Calculate the factor of safety against failure if the design stress of the steel is ơd 309 N/mm2. 12 kN/m 8m 4m Fig. Q5