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Section 3
3-11
Table 3.2
(Actual Output from Design)
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B E A M N O. 14 D E S I G N R E S U L T S - FLEXURE
LEN - 20.00FT. FY - 60000. FC - 4000. SIZE - 15.00 X 21.00 INCHES
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
FT. IN. FT. IN. FT. IN. STA END
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1 0 + 2-5/8 3-NUM.9 2 + 4-5/8 20 + 0-0/0 NO YES
|----------------------------------------------------------------|
| CRITICAL POS MOMENT= 189.77 KIP-FT AT 12.00 FT, LOAD 1 |
| REQD STEEL= 2.48 IN2, ROW=0.0090, ROWMX=0.0214 ROWMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 7.50/ 2.26/ 4.94 INCH |
| BASIC/REQD. DEVELOPMENT LENGTH = 37.95/ 31.42 INCH |
|----------------------------------------------------------------|
2 1 + 6-1/8 4-NUM.11 0 + 0-0/0 18 +10-0/0 YES NO
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 369.86 KIP-FT AT 0.00 FT, LOAD 1 |
| REQD STEEL= 5.47 IN2, ROW=0.0198, ROWMX=0.0214 ROWMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 7.50/ 2.82/ 3.20 INCH |
| BASIC/REQD. DEVELOPMENT LENGTH = 59.20/153.91 INCH |
|----------------------------------------------------------------|
3 1 + 6-3/8 3-NUM.6 16 + 8-1/4 20 + 0-0/0 NO YES
|----------------------------------------------------------------|
| CRITICAL NEG MOMENT= 105.87 KIP-FT AT 20.00 FT, LOAD 1 |
| REQD STEEL= 1.31 IN2, ROW=0.0047, ROWMX=0.0214 ROWMN=0.0033 |
| MAX/MIN/ACTUAL BAR SPACING= 7.50/ 1.75/ 5.13 INCH |
| BASIC/REQD. DEVELOPMENT LENGTH = 16.70/ 27.75 INCH |
|----------------------------------------------------------------|
B E A M N O. 14 D E S I G N R E S U L T S - SHEAR
AT START SUPPORT - Vu= 83.90 KIP Vc= 35.10 KIP Vs= 63.61 KIP
PROVIDE NUM. 4 BARS AT 7.0 IN. C/C FOR 108. IN.
AT END SUPPORT - Vu= 57.51 KIP Vc= 35.10 KIP Vs= 32.56 KIP
PROVIDE NUM. 4 BARS AT 9.3 IN. C/C FOR 84. IN.
Figure 3.3