منشآت معدنية 1 الشعبة 1 نظري
Section outline
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محاضره 4.14 File MP4Uploaded 22/07/24, 13:29
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محاضره 5.15 File MP4Uploaded 22/07/24, 13:29
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محاضره 6.16 File MP4Uploaded 22/07/24, 13:29
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Uploaded 22/07/24, 13:29
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محاضره 7.17 File MP4Uploaded 22/07/24, 13:29
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محاضره 8.18 File MP4Uploaded 22/07/24, 13:29
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محاضره 9.19 File MP4Uploaded 22/07/24, 13:29
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Uploaded 22/07/24, 13:29
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Uploaded 22/07/24, 13:29
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Uploaded 22/07/24, 13:29
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Uploaded 22/07/24, 13:29
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Uploaded 22/07/24, 13:29
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Uploaded 22/07/24, 13:29
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Uploaded 22/07/24, 13:29
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Uploaded 22/07/24, 13:29
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design a floor slab with 2 spans in X and 2 Spans in Y assuming material A36 or A992 for frames and A36 for plates
spans length in X : assume any length between 3 to 8m
Spans length in Y : 4 or 6 or 7 m
columns length is half the long span
use suitable material for bolts and weld
moments analysis is allowed by any software
the report should be in word file including the following
1- design calculations of one interior column and one edge column
2- design one beam in each direction ( one in X and one in Y)
3- design 2 different base plate connection
note : all calculation should be manual and hand written except for moment analysis
assume any missing information
dead line 25/8/2024
groups are not allowed , any copied project will gain zero point
project has 20marks
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incomplete assignment
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