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L (M) H (MM) BW (MM) HF (MM) Type BF (MM) : ABOVE (M) BELOW (M)

1. This document provides details on the design of reinforced concrete for a proposed residential house, including material properties, span dimensions and loadings, support conditions, and calculated reactions. 2. It specifies concrete grade and reinforcement properties, and lists six spans with dimensions, beam heights and widths, and load types and magnitudes. 3. Support conditions and positions are defined, and the total and component reactions are calculated at supports for different load cases.

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07164974650
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18 views1 page

L (M) H (MM) BW (MM) HF (MM) Type BF (MM) : ABOVE (M) BELOW (M)

1. This document provides details on the design of reinforced concrete for a proposed residential house, including material properties, span dimensions and loadings, support conditions, and calculated reactions. 2. It specifies concrete grade and reinforcement properties, and lists six spans with dimensions, beam heights and widths, and load types and magnitudes. 3. Support conditions and positions are defined, and the total and component reactions are calculated at supports for different load cases.

Uploaded by

07164974650
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Download as PDF, TXT or read online on Scribd
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REINFORCED CONCRETE

Project PROPOSED RESIDENTIAL HOUSE


DESIGN
Client Made by Date Sheet No
Location 7
Checked by Revision Job No
- Mkw/01

LOCATION Supports from grid A to grid G

MATERIALS COVERS (to all steel)


fcu 25 N/mm² h agg 20 mm Top cover 30 mm
fyl 410 N/mm² s 1.15 Btm cover 30 mm
fyv 410 N/mm² c 1.50 Side cover 30 mm

SPANS L (m) H (mm) bw (mm) hf (mm) Type bf (mm) LOADING PATTERN


SPAN 1 2.20 450 230 150 T 300 min max
SPAN 2 5.00 450 230 150 T 500 DEAD 1 1.4
SPAN 3 1.40 450 230 150 T 300 IMPOSED 0 1.6
SPAN 4 2.60 450 230 150 T 200 REBAR LAYERING
SPAN 5 Support steel
SPAN 6 in alt layer ? Y

SUPPORTS ABOVE (m) H (mm) B (mm) End Cond BELOW (m) H (mm) B (mm) End Cond
Support 1 3.65 230 230 F 3.65 230 230 F
Support 2 3.65 230 230 F 3.65 230 230 F
Support 3 3.65 230 230 F 3.65 230 230 F
Support 4 3.65 230 230 F 3.65 230 230 F
Support 5 3.65 230 230 F 3.65 230 230 F
Support 6
Support 7

LOADING UDLs (kN/m) PLs (kN) Position (m)


Dead Imposed Position Loaded Dead Imposed Position Loaded
Span 1 Load Load from left Length Span 4 Load Load from left Length
UDL 15.7 1.6 ~~~~~ ~~~~~ UDL 17.0 2.0 ~~~~~
PL 1 ~~~~~ PL 1 ~~~~~
PL 2 ~~~~~ PL 2 ~~~~~
Part UDL Part UDL
Span 2 Span 5
UDL 34.0 5.5 ~~~~~ ~~~~~ UDL ~~~~~
PL 1 ~~~~~ PL 1 ~~~~~
PL 2 ~~~~~ PL 2 ~~~~~
Part UDL Part UDL
Span 3 Span 6
UDL 17.0 2.0 ~~~~~ ~~~~~ UDL ~~~~~
PL 1 ~~~~~ PL 1 ~~~~~
PL 2 ~~~~~ PL 2 ~~~~~
Part UDL Part UDL

LOADING DIAGRAM

A G
REACTIONS (kN)
SUPPORT 1 2 3 4 5
ALL SPANS LOADED -12 205.5 227.5 -12 35.4
ODD SPANS LOADED 1.1 137.1 147.3 -1 22.0
EVEN SPANS LOADED -22 196.1 221.2 -20 35.4
Characteristic Dead -6 124.0 137.3 -5 22.1
Characteristic Imposed 5.6 24.1 30.9 9.2 2.8

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