BENDING SCHEDULES
AREA MARK DIA. QTY. LENT. SHAPE
5
1001 10mm 704 1550
a1 2 3 4 5 6a 7 8 9 9a 11 12 13 14 16
5700 3186 4127 3186 5700
3-R1661 3-R1662 3-R1662 3-R1661
1661 16mm 06 4002 3852
38-R1001 @150MM 21-R1001 21-R1001 38-R1001 @150MM
3-R1663 3-R1664 3-R1664 3-R1663 1662 16mm 6701
TYPICAL FIRST & SECOND FLOOR BEAM ON {a}
5 6851
5700 3186 863 2400 863 3186 5700
3-R1664A 3-R1665 3-R1666 3-R1667 3-R1668 1663 16mm 5363 5213
38-R1001 @150MM 21-R1001 06 16-R1001 06 21-R1001 38-R1001 @150MM 1664 16mm 5518 5368
3-R1669 3-R1670
TYPICAL FIRST & SECOND FLOOR BEAM ON {b,d,g,n}
3-R1671 3-R1672 3-R1673 1664A 16mm 4227
2250 17399 2250
3-R1674 3-R1674 1665 16mm 6561 STRAIGHT
15-R1001 15-R1001 1666 16mm 4800 STRAIGHT
3-R1674 3-R1674
TYPICAL FIRST & SECOND FLOOR BEAM ON {c} 1350 1667 16mm 7943 STRAIGHT
3-R1675
200 1668 16mm 4794 4644
09
3-R1675
1669 16mm 5738 5588
TYPICAL FIRST & SECOND FLOOR BEAM ON {e} R1661
TYPICAL FIRST & SECOND FLOOR BEAMS
2850 16200 2850 1670 16mm 6587 STRAIGHT
3-R1676 3-R1676
19-R1001 19-R1001
1671 16mm 4826 STRAIGHT
3-R1676 3-R1676 1672 16mm 5342 STRAIGHT
TYPICAL FIRST & SECOND FLOOR BEAM ON {f,h,k}
1673 16mm 6115 5965
5700 10499 5700
3-R1677 3-R1677
1674 16mm 2680 2380
38-R1001 @150MM 38-R1001 @150MM
1780
450
1675 16mm 1480
3-R1677 3-R1677
R10 2980
TYPICAL FIRST & SECOND FLOOR BEAM ON {j}
2400 1676 16mm 3280
3-R1678 25mm COVER
1677 16mm 6130 5830
THICK
16-R1001
1678 16mm 2830 2530
3-R1678
1350
TYPICAL FIRST & SECOND FLOOR BEAM ON {i,l}
10499 1350 1679 16mm 1780 1480
3-R1679 3-R1679
R1663 1680 16mm 4480 4180
09 09
3-R1679 3-R1679 SECT. 5-5
TYPICAL FIRST & SECOND FLOOR BEAM ON {m}
SCALE 1:10
4050 2400 4050
3-R1680 3-R1680
27-R1001 @150MM 27-R1001 @150MM
3-R1680 3-R1680
TYPICAL FIRST & SECOND FLOOR BEAM ON {o}
NOTE Contractor is responsible for correct setting out of the buildings, all external and
internal walls with particular reference to boundaries building lines etc.
BBS ESTATE & CONSTRUCTION description STRUCTURAL DETAILS
Copyright and right of reproduction of this drawing or any portion thereof, is Contractor to verify all levels, heights and dimensions on putting any work to
hand ARCHITECTURE, PLANNING, CONSULTION
PROPOSED BUILDING TO BE BEAMS
reserved by the designer ACCRA,GHANA
Any errors, discrepancies or omissions to be reported to the designer All Contractors to check the details shown on this drawing for compliance with
standards of good building practice with particular reference to special
email. blessing.building@gmail.com BUILT @ T.M.A drawn ENGR. MESHACK date
immediately. Any queries arising from all the above must be reported to APRIL , 2025
requirements necessitated by local and/or site conditions and to report any
the designer for clarification before any work is put to hand. This
drawing is not to be scale. Figured dimensions to be used at all times. comment to the designer. QUARTEY PAPAFIO HILL check by scale
AS SHOWN
cleint
Quality of all materials, workmanship and conditions should comply with the Contractors are to ensure that all details shown on this drawing are in compliance
SANTEO designed
FRED OPPONG
minimum standard specified in the standard preambles in the Bills of Quantities. with Local Authority by- laws and regulations. ENGR. MESHACK sheet n0
All structural steel and concrete work should comply with structural engineers Contractors are to locate and identify existing services on site and to protect GREATER ACCRA A-014.
details. these from damage throughout the duration of the works.
