Figure 1 - Original OLD 2016 PDF · Figure 1 - Original OLD 2016 PDF. 2 H2 H1 L1 L1 A B C Girder1...

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BA

Figure 1 - Original OLD 2016 PDF

2

H2

H1

L1 L1

BA B C

Girder1 Girder1

Girder2 Girder2

Colu

mn2

Colu

mn1

Colu

mn1

First floor

Second floor

RoofWindDirection

Figure 2 - 2018c end elevation

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Figure 3 - WIND PRESSURES (PSF)

CLADDING

OMIT SUCTION ON ROOF

H1

H2

L1 L1

BA B C

CLADDING

ROOFING

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Figure 4 - WIND LOADS ON JOINTS (KIPS)

H1

H2

L1 L1

BA B C

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Figure 5 - VERTICAL DEAD LOADS (KIPS)

BA B C

H1

H2

L1 L1

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Figure 6 - VERTICAL LIVE LOADS (KIPS)

BA B C

H1

H2

L1 L1

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L1

43 5

Win

d

2

BB

C

BB

A

L1

L2L2L2L2

1

Figure 7 - PLAN VIEW

Gird

er

3

Column B

Column A

Column AColumn C

Column D

Column C

Floor Beam

Floor Beam

Floor Beam

Floor Beam

Column D

Gird

er

3

Gird

er

3

Floor Beam

Floor Beam

Floor Beam

MW

FR

S

MW

FR

S

MW

FR

S

MW

FR

S

Floor Beam

Floor Beam

Floor Beam

Gird

er

3

Column C

Column C

8

43 52

BB

C

BB

A

1

Figure 8

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43 521

BB

C

BB

A

Figure 9

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L1

L2

NOT TO SCALE

Figure 10 - WIND LOADS

OMIT SUCTION ON ROOF

H1

H2

L2 L2 L2

L1

43 52

C

B

A

1

11

H1

H2

L1

L2 L2 L2 L2

L1

NOT TO SCALE

Figure 11 - 3-D

43 52

BB

C

BB

A

1

12

NOT TO SCALE

Figure 12 - DEAD LOADS

43 52

C

B

A

1

L1

L2

H1

H2

L2 L2 L2

L1

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SIDE ELEVATION VIEWFigure 13 - Wind pressure tributary areas

H1

H2

L2L2L2L2

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L2 L2 L2 L2

L1

H1

H2

L1

NOT TO SCALE

Figure 14 - LIVE LOADS

43 52 C

B

A

1

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Figure 15 - END ELEVATION VIEW

H1

H2

L1 L1

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H1

H2

L1

L2 L2 L2 L2

L1

NOT TO SCALE

Figure 16 - 3-D Cladding

43 52

BB

C

BB

A

1

16

17

H1

H2

L1

L2 L2 L2 L2

L1

Figure 17 - 3-D Cladding areas

43 52

BB

C

BB

A

1

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Nearest floor/roof girder-to-column connections

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L2 L2 L2 L2

L1

H1

H2

L1

NOT TO SCALE

Figure 18 - CLADDING LOADS

43 52 C

B

A

1

19

L1

43 5

Win

d

2

BB

C

BB

A

L1

L2L2L2L2

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Figure 21 - PLAN VIEW Tributary areas Red = columnsGreen = beams, girders and MWFRS

Column B

Column A

Column AColumn C

Column D

Column C

Floor Beam

Floor Beam

Gird

er

3G

ird

er

3

MW

FR

S

MW

FR

S

Floor Beam

Floor Beam

Floor Beam

MW

FR

S

Gird

er

3

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Figure 22 - Combined LoadingCheck one and list values on figure

___ 1.2D+1.6L+0.5Lr___ 1.2D+1.6Lr+L___ 1.2D+1.6Lr+0.5W___ 1.2D+W+L+0.5Lr

Run by ________________________ Print Name

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CVEN 345 501 503 503 (Circle one) Team # _____

Attest: I have personally participated in the calculations and results submitted in the following report and fully understand the methods and procedures by which they were obtained. I have consulted with no one other than my team members on this project, whose names appear below.

Signed Date

_______________________ _____________ _______________________ _____________ _______________________ _____________ _______________________ _____________ _______________________ _____________

Attached: Letter of transmittal stating goals Figures used in calculations Figures used in reporting results Calculations used in obtaining results

The following is the University required Academic Integrity Statement “An Aggie does not lie, cheat, or steal or tolerate those who do.” All exams and syllabi shall contain a section that states the Aggie Honor Code and refers the student to the Honor Council Rules and Procedures on the web at: http://www.tamu.edu/aggiehonor

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