39. CONTINUOUS BEAM -THREE EQUAL SPANS 1 - RA=0.400w! 0.400w/ Shear wi B wl ALL SPANS LOADED 1 wl D Rp=0.400w! Rg=1.10w! Rc=1.10w/ 0.500wl 0.600w/ 0.400w/ 0.600w/ 0.500w/ +0.0800w/² +0.0800w/² +0.0250w/² 0.100w 0.100w Moment 0.400 0.500 0.500/ 0.400/ Amax (0.446/ from A or D) 0.0069 El The following figure is showing the top floor of a five-storey residential building to be designed in Long Island region. The service dead load (including self-weight of slab) is 50 psf, service live load is 60 psf, the snow load is 15 psf. The length of AB=BC=CD =20 ft and AE=EI=IM =10 ft. Design the most economic and lightweight sections for the beam and column as mentioned below and submit a report with comments on the design 3. Beam JK and Column K( • • Assume, the length of each column is 18 feet, fixed at both ends. The deflection limit of each beam is L/360 where L is the Span. A B C Ꭰ E F G H J K L M N P

39. CONTINUOUS BEAM -THREE EQUAL SPANS 1 - RA=0.400w! 0.400w/ Shear wi B wl ALL SPANS LOADED 1 wl D Rp=0.400w! Rg=1.10w! Rc=1.10w/ 0.500wl 0.600w/ 0.400w/ 0.600w/ 0.500w/ +0.0800w/² +0.0800w/² +0.0250w/² 0.100w 0.100w Moment 0.400 0.500 0.500/ 0.400/ Amax (0.446/ from A or D) 0.0069 El The following figure is showing the top floor of a five-storey residential building to be designed in Long Island region. The service dead load (including self-weight of slab) is 50 psf, service live load is 60 psf, the snow load is 15 psf. The length of AB=BC=CD =20 ft and AE=EI=IM =10 ft. Design the most economic and lightweight sections for the beam and column as mentioned below and submit a report with comments on the design 3. Beam JK and Column K( • • Assume, the length of each column is 18 feet, fixed at both ends. The deflection limit of each beam is L/360 where L is the Span. A B C Ꭰ E F G H J K L M N P

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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