A 9m span simply supported beam carries a load varying from 20KN/m at left end to 40KN/m at the right end. The variation is reported to be linear. You are required to find the following:
a) slopes at support
b) position and magnitude of maximum deflection
E=200GPa and I=12000cm4
A 9m span simply supported beam carries a load varying from 20KN/m at left end to 40KN/m at the r...
A simply supported wood beam AB with span length L = 6 m carries a trapezoidal distributed load of intensity q = 4 kN/m at the left end and q/2 at the right end. Calculate the maximum bending stress Omax due to the load if the beam has a rectangular cross section with width b = 150 mm and height h = 250 mm.
A steel beam is simply supported over a span of 20 feet and carries a total design point load of 6 kips at the center of the span. The moment of inertia (1) for the beam is 245 in4. Neglecting the beam weight, the maximum load deflection of the beam is with a point load in.(Fill in the blank and show calculation below) Show equation(s) used and calculation(s):
A steel beam is simply supported over a span of 20 feet...
A Simply supported wood beam AB with span length Labm Carries trapezoidal distributed load of eatersita q=vikula at the best and and at the right end. calculate the maximum bending stress Tomax clue to the load of the beam has a rectangular sechan with width 6=150mm and 9/2 Cross height ho 850mm. a
16.6a) A simply supported beam is to span 15 ft. It will support a uniformly distributed load of 2 kips/ft over the full span and a concentrated load of 60 kips at mid-span. What is the required plastic section modulus Zx? (Include self-weight) 16.6b) A simply supported beam is to span 15 ft. It will support a uniformly distributed load of 2 kips/ft over the full span and a concentrated load of 60 kips at mid-span. Deflection is not to...
A simply supported wood beam of rectangular cross section and span length 2 m carries a uniformly distributed load of intensity 9 = 1 kN/m as shown. Calculate the maximum bending stress and the maximum shear stress in the beam.
QUESTION 4 (25 marks) A simply supported beam is loaded by an uniform distributed load, wkN/m, over the span of the beam, L, as shown in Figure Q4. (a) Determine the end reactions at point A and B in terms of w and L. (4 marks) (b) At an arbitrary point, x, express the internal mom (c) Show that the deflection curve of the beam under the loading situation is ent, M(x), in x, w, and L. (5 marks) 24EI...
Problem 2 A beam is clamped at left end. A linearly varying distributed load is applied in the downward direction on the beam. The maximum magnitude of distributed load at left end is po per unit length. A couple C is applied at the tip. The flexural rigidity of the beam is El (1) Use beam differential equation to calculate deflection and rotation at the tip. (2) Use Castigliano's theorem to calculate deflection and rotation at the tip. Po
A 5-m-long simply supported timber beam carries two concentrated loads as shown dimensions of the beam are shown a) At section a-a e the magnitude of the shear stress in the beam at point H. -7748 KNIm in the beam at point K the beam, at any location within the 5-m span length. V occurs in the beam at any location within the 5-m span length.)diagr. the magnitude of the shear stress (b) At section a-a, (e) Determine the maximum...
A simply supported beam as shown in the figure. The beam section is W18x211. The beam must support its own weight and must carry the following loading: Super-imposed distributed dead load = 0.25 kip/ft Distributed live load = 1 kip/ft Concentrated dead load = 12 kip The beam span L = 26 ft and the distance of the concentrated load from the right support a=6 ft. Consider analy- sis of beam subjected to load combination 1.2 dead + 1.6 live....
The equation of the elastic curve (deflection) for a simply supported beam under uniform load is given by y= 1.7 * 10^-5 x^2 (160 - x^2 + x^3), in which, x is the distance from the left support of the beam to any point on the beam, and y is the deflection, both in meters. Find the rate of change of the deflection of the elastic curve at x m = 2