1. A 20 ft beam carries a distributed load + concentrated loads as shown in the...
A simple beam supports two concentrated loads and a
uniformly distributed load over 8 ft. of the span. Solve for the
support reactions at A and B
CONSTRUCTION MANAGEMENT TEXAS RLINGTON Assignment #1 FALL 2018 Q4. A simple beam supports two concentrated loads and a uniformly distributed load over 8 ft. of the span. Solve for the support reactions at A and B. 200 Ib 300 lb. 00- 50 lb./ft. 3' 6' 8 Page 5 of 11
1-(25%) Draw shear and moment diagrams for the beam shown in Figure P-1 . Draw a sketch of the deflected shape. The spans are 30-ft long each (total of 90-ft), the concentrated loads are each 120 kips, and placed at the center of left span and the free end. El is constant. Left support is a pin and the other two are roller supports. 120 kips 120 kips Figure P-1
1-(25%) Draw shear and moment diagrams for the beam shown...
Consider the beam subjected to a concentrated load consisting of
2.25 kips of dead load and 5.55 kips of live load at point B. Find
maximum factored beam shear, moment, and deflection.
Consider the beam and loading given below. The beam is subjected to a concentrated load consisting of 2.25 kips of dead load and 5.55 kips of live load at point B. Neglect beam weight. You may use any information from the AISC Manual, a) Draw the general shape...
1 Draw the shear-moment diagrams for the simple beam with the two concentrated loads as shown in the figure below. 12 ft 8 ft Fe=20 kips Fc=15 kips
1. A beam is loaded as shown with concentrated loads of F1 = 100 kip and F2-200 kip. A distributed load starts at a maximum value at the end of the beam at wo 120 lblft and decreases to zero. The overall length of the beam is L1 24 ft, with L2 12 ft and L3 6 ft. Determine What is the maximum shear in the beam? a. b. What is the maximum bending moment in the beam? If a...
Problem 3 (19 points): A simply supported beam ABCD carries a uniformly distributed load, w, and a concentrated load, F, as shown in the figure. All the dimensions are given in the figure, and the weight of the beam is neglected a) Draw the free body diagram for the beam, showing all the applied and reaction forces. Find the reaction forces F=14 kN .6m b) Give the expression for the shear force, V- V(x), and the bending moment M M(x),...
The W33 x221 steel simply supported beam is loaded with
concentrated loads and uniform
load as shown with the load P= 150kip and w = 10kip/ft. For
this beam do the following;
a) Draw the shear and bending moment diagram
b) Calculate the maximum compressive and tensile stress
c) Calculate the maximum shear stress
P Р 3 ft 3 ft w 10 ft
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....
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 rectangular beam of width unity and length 2L carries a
uniformly distributed load of q lb/ft. Shear forces V support the
beam at both ends. List the six boundary conditions for this beam
the stresses must satisfy using the following stresses:
t1D5 (6x1x2 -4x2) 2
t1D5 (6x1x2 -4x2) 2