A 120 mm thick concrete slab is to be supported by the plan shown. The slab will carry a superimposed dead load of 4.8 kPa and a superimposed live load of 1.9 kPa. The beams has the following cross-section:АВ, GH — 300 тm X 500 ттAG, BH — 300 тт X 550 тmCD, EF - 300 тт X 450 тт6.2 mABI2.5 т|CD3 тEF2.5 mGH.Determine the following if the unit weight of concrete is 24 kN/m³.a. dead loads acting on beam EF.b. live load acting on beam CD.c. dead load acting on Girder AG.

Dead load acting on beam EF will be the sum of dead load acting on half area of CDEF and half of…

A 120 mm thick concrete slab is to be supported by the plan shown. The slab will carry a superi mposed dead load of 4.8 kPa and a superimposed live load of 1.9 kPa. The beams has the followi ng cross-section: АВ, GH — 300 тm X 500 тт AG, BH — 300 тm X 550 тт CD, EF - 300 тm X 450 тт 6.2 m JA BI 2.5 m C D 3 m E 2.5 m ,G H Determine the following if the unit weight of concrete is 24 kN/m³. a. dead loads acting on beam EF. b. live load acting on beam CD. c. dead load acting on Girder AG.

A 120 mm thick concrete slab is to be supported by the plan shown. The slab will carry a superi mposed dead load of 4.8 kPa and a superimposed live load of 1.9 kPa. The beams has the followi ng cross-section: АВ, GH — 300 тm X 500 тт AG, BH — 300 тm X 550 тт CD, EF - 300 тm X 450 тт 6.2 m JA BI 2.5 m C D 3 m E 2.5 m ,G H Determine the following if the unit weight of concrete is 24 kN/m³. a. dead loads acting on beam EF. b. live load acting on beam CD. c. dead load acting on Girder AG.

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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