From question 1 to 7. -. Fill-in-the-blanks1, For the slabs supported on four sides, when the ratio of the longer side and shorter side exceedit will be defined as one-way slab, otherwise, it will be called two-way slab.2. Dash board is composed of beam and slab. The slab is suffered from the effects ofandand the beam is under the combined action of bending moment, shear force and_3. There are a reinforced concrete member and a prestressed concrete member under axial tension, with thesame reinforcements and the same cross section and the same concrete strength, thus the strength of theformer will_that of the latter. (fill in >,< or =)4. The internal forces under vertical loads are calculated using a multi-layer method, except the end of theground floor column, the columns in actual structures are constructed with elastic fixed ends. To reduce theerror, the line stiffness of the columns with elastic fixed ends is reduced byand the transfercoefficient is changed from 1/2 to5, The bottom of the columns in one-story industrial workshop structures is considered as the controlsection at which the bending moment is largest due to theand the horizontal crane load.6, The inflection point method is applicable when the line stiffness ratio of beam and columnexceeds7. When the inflection method is calculated, For the ground floor columns, the inflection point occur atthe_height of the columns; For other columns, the inflection point occurs at theheight of the columns.

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r the slabs supported on four sides, when the ratio of the longer side and shorter side exceed be defined as one-way slab, otherwise, it will be called two-way slab. sh board is composed of beam and slab. The slab is suffered from the effects of an e beam is under the combined action of bending moment, shear force and ere are a reinforced concrete member and a prestressed concrete member under axial tension, with th reinforcements and the same cross section and the same concrete strength, thus the strength of th r will that of the latter. (fill in >,< or =) e internal forces under vertical loads are calculated using a multi-layer method, except the end of th d floor column, the columns in actual structures are constructed with elastic fixed ends. To reduce th the line stiffness of the columns with elastic fixed ends is reduced by and the transfe cient is changed from 1/2 to e bottom of the columns in one-story industrial workshop structures is considered as the contro n at which the bending moment is largest due to the and the horizontal crane load. e inflection point method is applicable when the line stiffness ratio of beam and colum

r the slabs supported on four sides, when the ratio of the longer side and shorter side exceed be defined as one-way slab, otherwise, it will be called two-way slab. sh board is composed of beam and slab. The slab is suffered from the effects of an e beam is under the combined action of bending moment, shear force and ere are a reinforced concrete member and a prestressed concrete member under axial tension, with th reinforcements and the same cross section and the same concrete strength, thus the strength of th r will that of the latter. (fill in >,< or =) e internal forces under vertical loads are calculated using a multi-layer method, except the end of th d floor column, the columns in actual structures are constructed with elastic fixed ends. To reduce th the line stiffness of the columns with elastic fixed ends is reduced by and the transfe cient is changed from 1/2 to e bottom of the columns in one-story industrial workshop structures is considered as the contro n at which the bending moment is largest due to the and the horizontal crane load. e inflection point method is applicable when the line stiffness ratio of beam and colum

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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