Problem No. 1A 250x450mm beam with a concrete cover of 40mm and stirrups of 10mm with fc' of 21Mpa and fy of 276Mpa. The reinforcement used has a diameter of 16mm. Calculate the following. 11. Calculate the maximum moment of the given beam. 20 kN/m 15 kN/m 30 N-m 23.889 kN 26.111 kN z (m) O 24.79kN-m O 34.79kN-m 44.79KN-m O 54.79kN-m O 64.79KN-m 74.79KN-m

Problem No. 1A 250x450mm beam with a concrete cover of 40mm and stirrups of 10mm with fc' of 21Mpa and fy of 276Mpa. The reinforcement used has a diameter of 16mm. Calculate the following. 11. Calculate the maximum moment of the given beam. 20 kN/m 15 kN/m 30 N-m 23.889 kN 26.111 kN z (m) O 24.79kN-m O 34.79kN-m 44.79KN-m O 54.79kN-m O 64.79KN-m 74.79KN-m

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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%r . 19 4:EV H.W.pdf Compute the nominal moment capacity, M. of a beam with f. = 20 MPa, fy = 420 MPa. b = 250 mm, d = 500 mm, and three No. 25 bars giving A, = 3 x 500 = 1500 mm? For architectural reasons, it is necessary that the beam shown in the figure be 600mm wide by 600mm deep. The strength of the concrete and steel are 20MPA and 420MPA, respectively, In addition to its own dead load, this beam carries a superimposed service dead load of 15KN/m and a service live load of 37KN/m. Compute the area of reinforcement required at midspan, and select the reinforcement bars. Ser AN of a Beam for Which band d Are Not Known A beam is to carry its own dead load plus a uniform service live load of 25.5 kN/m and a uniform superitap sed service dead lod of 14.5 kN/m
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i li. In. e Google Translate العربية الإنجليزية - الإنجليزية A singly reinforced beam 250x500mm in a section is reinforced with four bars of 16mm diameter with an effective cover of 50mm. Effective span of simply supported the beam is óm. Assuming f'c=2OMPA and fy=415MPA. Determine the central concentrated force that can be carried by the beam. تحويل الصوت إلى نص كاميرا العربية يتم تعزيز العارضة المقواة بشکل فردي 250 x 0 50 م م في مقطع بأربعة قضبان بقطر 16 م م مع . فعال يبلغ 50 م م. المدى الفعال ل لشعاع المدعوم ب بساطة هو m. بافتراض fc = 20MPa و = fy 415MPA. حد د القوة المركزية المركزة التي يمكن أن تحملها الحزمة. elbi %3D %3D ytmu taeziz alearidat almuqwat bishakl fardi 250 * 500 mima fi .
correction : bf =255.91mm tf=17.35 mm tw=10.54 mm
Ans - 34.63 N/m
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Thats only cantilever method.solve good take time but solve good
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