The simply supported beam consists of a W21 x 50 structural steel wide-flange shape where E = 27727 ksi andI = 899 in.4. For the loading shown, compute the slope of the beam at a section 10.7 ft from A. Use LAB = 9 ft, LBC = 7 ft, wAB = 10 kips/ft, wBC = 6 kips/ft. Round off your answer to 6 decimal places. ... WAB WBC C LAB LBC

The simply supported beam consists of a W21 x 50 structural steel wide-flange shape where E = 27727 ksi andI = 899 in.4. For the loading shown, compute the slope of the beam at a section 10.7 ft from A. Use LAB = 9 ft, LBC = 7 ft, wAB = 10 kips/ft, wBC = 6 kips/ft. Round off your answer to 6 decimal places. ... WAB WBC C LAB LBC

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

A PB Pc W1 B W2 H A B C L1 L2 A rectangular cross-section beam is subjected to a distributed load as shown in figure above. Assume that elasticity modulus of the material is 190 GPa, H=269 mm, B=213 mm, L1=2,3 m, L2=3,2 m, Pg=21 kN, Pc=47 kN, w =55 kN/m and w2=22 kN/m; Determine the reaction moment (kN.m) at A. Use - sign if it has clockwise direction. Determine the deflection (mm) of the beam at B. Use - sign if it has downward direction. Determine the slope (degree) at C. Use - sign if it has clockwise direction.
Q3/ A rigid beam ABCD shown in Figure with negligible weight is pinned at one end and attached to two vertical rods. If the beam is subjected to load of P=60 kN. Find the vertical movement at D. Aluminum A- s mm Steel E- 68000 MP L-2 A-300 E- 200000 MPa D 60 KN | Im Im IIm
A W10x30, 3.1 m long, A36 steel is used as a column with fixed ends to support a service dead load of 274 kN. Calculate the maximum service live load the column can sustain using LRFD. Use theoretical value of k. Write your answer rounded to the nearest whole number in kN. A = 5,703 mm2 rx = 111.25 mm ry = 34.80 mm
Use 32 in? and 48 in? cross-sectional areas for tensile and compressive members, respectively. Determine the axial stress in member HI in psi. (Numerical absolute answer only without units in 3 decimal places) K J I H 4 ft D E F 3 ft-3 ft--3 ft-3 ft--3 ft- 1500 lb 1500 lb 1500 lb 1500 lb 1500 lb
6. For the beam and loading shown, calculate (a) the equation of the elastic curve for portion BC of the beam, (b) the deflection at midspan, (c) the slope at B. The beam is W200X46.1 with E-200GPa and load density of 5000N/m with L=6m P L A -LR B W L C X
A wide flange A60 steel column has a length of 5.3meters and pinned ends. If Sx=803x103 mm3, Sy=137x103 mm3, d=358mm, bf=171mm, A=7206mm2, Fy=414MPa, calculate the maximum slenderness ratio of the column. Express your answer in one decimal place.
?
A beam and its loading is shown where F1= 1000 N/m. F1 1600 N/m A B 6 m Determine the magnitude and location of the resultant of the distributed load. (You must provide an answer before moving to the next part.) The magnitude of the resultant of the distributed load is The location of the resultant of the distributed load is m. (Click to select)
Question 16 A W10x30, 2.9 m long, A36 steel is used as a column with fixed ends to support a service dead load of 154 kN. Calculate the maximum service live load the column can sustain using LRFD. Use theoretical value of k. Write your answer rounded to the nearest whole number in kN. A = 5,703 mm2 rx = 111.25 mm ry = 34.80 mm
A cantilever beam having a 4m span carries a uniformly distributed load throughout its length. The beam is A36 steel with yield strength Fy = 248 MPa. The beam is not restrained against lateral buckling. The beam is W 21 by 62 steel shape, whose relevant properties are shown below: r = 0.053 m d = 0.533 m bf = 0.210 m tf = 0.016 m S = 0.002077 m3 Given this condition, solve for the allowable flexural stress in the compression flange. Use Cb = 1 as should be taken conservatively
If the load that can be supported by the given support structure is unknown, calculate the maximum load that the structure can support by considering the maximum allowable stress for section BC is 155.8 MPa. provide your answer in kN with precision to two decimal points. 600 mm Answer: 50 mm d-20 mm 800 mm- B
A column is made of two Channel sections as shown. They are latticed together by light diagonal bracing. The bracing prevents them from moving independently of each other however it does not itself add to the inertia properties. The column is 480" long and is Ball and Socket supported on each end. The column is A36 steel with E = 29,000 ksi. Determine the largest axial compressive load that can be supported with a safety factor of 2.