PIONEER Structural Design Group 1

Figure:

Basic Data:Attribute DataSection Properties

All 24’ span members: 12” x 24”All 20’ span members: 12” x 20”All 18’ span members: 12” x 18”All vertical members : 12” x 12”

Material Properties CONCRETE

Supports Base of all columns: Pinned

Loads

Load Case 1: Primary, Title: DL, Loading Type: Dead+ Selfweight / Selfweight Load (Factor: -1)+ Member Load / Uniform Force (W1: -0.6 kip/ft) on all horizontal

membersLoad Case 2: Primary, Title: LL, Loading Type: Live

+ Member Load / Uniform Force (W1: -0.24 kip/ft) on all horizontal members

Load Case 3: Combination, Name: 1.4DL + 1.7LL+ (1.4) x DL + (1.7) x LL

Analysis Option Print Option: Static Check

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LESSON: STD- 01Problem Description: A simple frame model

PIONEER Structural Design Group 2

Figure:

Basic Data:Attribute DataSection Properties

All 12’ span members: 9” x 12”All vertical members: 12” x 12”

Material Properties

CONCRETE

Supports Base of all columns: Footing 5’ x 5’Direction: YSub-grade Modulus: 120 kip/ft2/ ft

Loads Load Case 1: Primary, Title: DL, Loading Type: Dead+ Selfweight / Selfweight Load (Factor: -1)+ Member Load / Uniform Force (W1: -0.6 kip/ft) on all horizontal

membersLoad Case 2: Primary, Title: LL, Loading Type: Live

+ Member Load / Uniform Force (W1: -0.24 kip/ft) on all horizontal members

Load Case 3: Combination, Name: 1.4DL + 1.7LL+ (1.4) x DL + (1.7) x LL

Analysis Option Print Option: Static Check

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LESSON: STD- 02Problem Description: A framed structure with an octagonal plan

(14.4853, 0, 6)

PIONEER Structural Design Group 3

Figure:

Basic Data:Attribute DataSection Properties

All’ horizontal members : 9” x 16”All vertical members : 10” x 10”

Material Properties

Name : CON3000Young’s Modulus (E) : 449568 kip/ft2

Poisson (nu) : 0.17Density : 0.15 kip/ft3

Supports Base of all columns : FixedLoads Load Case 1: Primary, Title: DL, Loading Type: Dead

+Selfweight / Selfweight Load (Factor: -1)+Member Load / Uniform Force (W1: -0.6 kip/ft) on all horizontal members+Floor Load (YRANGE), Pressure: -0.12 kip/ft2, Define Y-Range (Minimum: 14 ft., Maximum: 16 ft.)

Load Case 2: Primary, Title: LL, Loading Type: Live+Member Load / Uniform Force (W1: -0.24 kip/ft) on all horizontal members+Floor Load (YRANGE), Pressure: -0.05 kip/ft2, Define Y-Range (Minimum: 14 ft., Maximum: 16 ft.)

Load Case 3: Combination, Name: UNFACTORED+(1.0) x DL + (1.0) x LL

Load Case 4: Combination, Name: 1.4DL + 1.7LL+(1.4) x DL + (1.7) x LL

Analysis Option

Print Option: Static Check

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LESSON: STD-003Problem Description: Another example of using “Circular Repeat” command

(40, 0, 0)

PIONEER Structural Design Group 4

Figure:

Basic Data:(All values are in the units of ft.)

ParameterName

DescriptionDefault

ValueDefined

ValueSelected

Clb Clear cover for outermost bottom reinforcement 0.125 0.125 Yes

Cls Clear cover for outermost side reinforcement 0.125 0.125 Yes

Clt Clear cover for outermost top reinforcement 0.125 0.125 Yes

Depth Depth of cross section to be used in beam designAs defined in analysis

As defined in analysis

No

EfaceDistance form end node of beam to face of support for shear design

0 0.5 Yes

Fymain Yield strength of main reinforcement steel 8640 7200 Yes

Fysec Yield strength of secondary steel 8640 7200 Yes

Maxmain Maximum main reinforcement bar size No Limit 8 Yes

Minmain Minimum main reinforcement bar size No Limit 4 Yes

Minsec Minimum secondary reinforcement bar size No Limit 3 Yes

MmagFactor by which column design moments to be magnified

1 1 No

Nsection No of section at which design calculations were made 12 12 Yes

Reinf Tied or Spiral action of ties of columns Tied Tied No

Rhomin Minimum rebar percentage of steel in columns No Limit No Limit No

SfaceDistance form start node of beam to face of support for shear design

0 0.5 Yes

Track Degree of detailness in design report 0 1 Yes

Width Width of cross section to be used in beam designAs defined in analysis

As defined in analysis

No

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LESSON: STD- 01 – RC DesignProblem Description: A framed structure with floor plates