PROBLEM: A built up section of A992 steel is made from plates fully welded togethe The flanges consist of PL16x380 and PL12x500 for the web. Check the beam for flexure. Total load Deflection is limited to L/240. Cite all applicable specifications you used to solve the problem. 1. For full lateral support 2. For Lateral bracing at supports and midspans. 3. For lateral bracing at supports only. If the beam cannot carry the given loads can be loaded for w/wp = 1.5. LRFD NSCP 2010 what maximum w and WL B. A. ASD NSCP 2001 112- = 26 kN/m includes self weight W. = 40 kN/m y PL16x380

PROBLEM: A built up section of A992 steel is made from plates fully welded togethe The flanges consist of PL16x380 and PL12x500 for the web. Check the beam for flexure. Total load Deflection is limited to L/240. Cite all applicable specifications you used to solve the problem. 1. For full lateral support 2. For Lateral bracing at supports and midspans. 3. For lateral bracing at supports only. If the beam cannot carry the given loads can be loaded for w/wp = 1.5. LRFD NSCP 2010 what maximum w and WL B. A. ASD NSCP 2001 112- = 26 kN/m includes self weight W. = 40 kN/m y PL16x380

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

Prob. #1: Determine the allowable concentrated load @ midspan that may be applied to a W530 X 84.8 Section, having a simple span of 8 m. Neglect the weight of the beam & assume that lateral eist only @ the ends. If another lateral support is provided @ midspan, what concentrated load can be supported ? Use 4 = 1.0 and A36 Steel Cfy= 250MPa).
The given beam has continuous lateral support. If the live load is half the dead load, what is the maximum total service load, in kips/ft, that can be supported? A992 steel is used. Use ASD.
Topic : Uncracked and cracked section 1. A beam has a width of 300mm and effective depth of 540mm, d’ = 60mm. It is reinforced with 4 – 25mm diam tension bars and 2 – 25mm compression bars. f'c = 28mpa and fy= 420. What is the ultimate moment capacity of the beam?
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm . If it carries a U.D.L of 12 t per m and allowable shear stress is 15 kg/cm2 , the beam A. Is safe in shear B. Is safe with stirrups C. Is safe with stirrups and inclined bars D. Needs revision of section
A W310×97 steel wide-flange section supports a uniformly distributed line load on a simple span of 4 m. Assume A501 steel. Calculate the allowable load (kN/m). Neglect the weight of thebeam. use Fv=0.4Fy
A flitch beam is composed of two 50x300mm planks reinforced with a 12.5mm steel plate as shown. Assume that continuous lateral support is furnished by a floor system supported by the beam. Use A36 steel with an allowable bending stress of 150 MPa, Fy = 250 MPa. Es = 200,00MPa, Ew = 7692MPa, fw = 4.3 MPa. The beam is on a simple span of 4.8m and supports a uniformly distributed load of 7.3 kN/m which includes the weight of the beam. Allowable stresses for shear: Steel: fv = 0.60Fy MPa Wood: fv = 0.58 MPa Determine the following: a.) The resisting moment of the flitch beam b.) The applied moment to the flitch beam c.) The shear capacity of the flitch beam
The beam shown is a W16 × 31 of A36 steel. It supports a reinforced concretefloor slab that provides continuous lateral support of the compression flange.The service dead load is 2 kN/m. Assume weight of the beam is included. Theservice live load is 4 kN/m. Does this beam have adequate moment strength?Length = 5.15 m
The given beam has continuous lateral support. If the live load is twice the dead load, what is the maximum total service load, in kips/ft, that can be supported? A992 steel is used. Pls help
Determine the lightest, commonly used wide flange W250 section for the column shown below to support the factored axial load of Pf, = 2500 kN. Select a W250 section that is commonly used and is generally readily available. The column is 6m long. Consider pin support conditions at both ends of the column. As shown below, there are two lateral bracing members in the X direction, while no bracing exists in the Y direction. The steel is ASTM A992 steel and E = 200,000 MPa. Take note: (a) Your solution should include the iteration for selecting the lightest section. (b) Using tables in the CISC handbook.
Select a lightest A588 Grade 60 wide flange shape for a simply supported beam having a span length of 28 ft to support two concentrated live loads of 40 kips, each load placed 8ft from a support. Lateral supports are provided at the ends of the beam and at the load points. The maximum live load deflection must not exceed L/360.
Design a beam for a 30-ft simple span to support the working uniform loads of wD = 1.25 k/ft (includes beam self-weight) and wL = 1.75 k/ft.The maximum permissible total load deflection under working loads is 1/360 of the span. Use 50 ksi steel and consider moment, shear and deflection.The beam is to be braced laterally at its ends and the midspan only.
A rectangular beam that must carry a service live load of 25 kN/m and calculated dead load of 14 kN/m (the weight of beam included) on simple supported span (5.0 m). If f y = 412 MPa and fc = 27 MPa, determine the dimension of the beam for single reinforced in flexural using steel ration maximum for strength reduction value =0.9 Hints: assume d/b=1.5