A 20 ft long beam is fixed supported at both ends. A downward uniform load of...
Up ompound beam is subjected to a uniform dead load of 200 lb/ft and a uniform live load of 150 lb/ft. ermine (a) the maximum negative moment these loads develop at A, and (b) the maximum positive Shear these loads develop at D. Assume B is a hinge. El = constant. S: Live loads may be placed on any segment on the beam to maximize a function. Also, take advantage of the influence lines. There is load no point A...
Q3) A simply supported beam is subjected to a uniform service dead load of 2.3 kips/ft (excluding the weight of the beam), a uniform service live load of 3.0 kips/ft. The beam is 30 feet long, and deflection not to exceed L/360. The beam has continuous lateral support, and A992 steel is used. Is a W27 x 84 adequate?
1. A simply supported beam is 14-ft long and is braced only at the ends. A concentrated service live load of 55 kips is located at midspan of the beam. Determine whether a W14x53 is adequate for this beam? The steel is A992, use LRFD.
An A992 beam, simply supported at both ends, spans 20 ft and is loaded at mid-span with a dead load of 8.o kips and live load of 24.0 kips, in addition to its self-weight. Assume full lateral support and a compact section. Select the lightest weight wide-flange members with respect to bending capacity. Does the member selected in part (a), satisfy the live load deflection criteria of L/360.? Does the member selected in part (a), satisfy the live load deflection...
Please refer AISC 15th edition
3. A simply supported beam (W18x97) is 50-ft long and is restrained at the supports and at midspan. It carries a uniform dead load of 0.4 kips/ft plus beam weight, and a live load of 1.0 kips/ft. The steel is A992 and the method of analysis is LRFD. Determine if this shape and length is adequate to support this load. Also determine which controls: flexural strength or deflection. The limiting maximum live load deflection is...
A beam fixed at both ends has a point load of 75.9 kips in the center of the beam, whose length is 20 feet. Determine the deflection at the point load by using the moment area method. The moments are 2276 at both ends as well as in the center. Write the answer in terms of EI. The moment formula is M(x)=.5*P*x-P*L/8, where P=75.9, L=20feet.
Problem 2 A beam is verticlly supported at both ends and has two downward 15 kips forces applied to it as shown below. For portion BC determine: the maximum tensile stress (Answer: 8.82ksi) and b) the maximum compressive stress. Cross-section 5 Kips 15 kips 3 in. 3 in. 3 in. A B b in. 2 in. 60 in 40in 40 in
b) A 6 metre long beam is supported at both ends as shown in
Figure 1. QA1. Assuming that E and I are constant
over the beam’s length, determine the following:
i- Reaction force at point A
ii- Reaction force at point B
iii- Develop the moment expression for the beam.
iv- Calculate the deflection at the location of the vertical
force (15 kN) (point C). [16 marks]
answer to both questions if possible please
a) Describe the main advantage...
a simply supported beam is loaded by a uniformly distributed
load of 200 lb/ft as shown in the figure. the cross section is made
of many wooden pieces as shown. given that the lag screws to be
used are ½ in in diameter and the allowable shear force in each lag
screw is 500 lb, determine the longitudinal spacing required for
lag screws at a and b. also, find the displacement and rotation at
5 ft.
10in NA. 4in Sin...
a simply supported beam shown has a span length of 16 ft. the
beam is laoded with to concentrated service live loads of 40 kips
and 80 kips as shown. if lateral support is provided only at both
ends, select the lightest w section of A992 steel that can carry
these applied loads. neglect the weight of the beam.
***Need this answered ASAP please***
***Please show ALL steps***
steel design - please show what tables the values come from.
thank...