CEGR324 STAAD Pro Project 2 Modeling Process Model the school building with the plan and sections as shown below. The building is a 3-story ordinary moment

CEGR324 STAAD Pro Project 2 Modeling Process Model the school building with the plan and sections as shown below. The building is a 3-story ordinary moment resisting concrete structure that has to be constructed in southern Maryland. Using STAAD Pro or similar software build the structural model, calculate the various loads and prepare the load combination using ASCE 7-10 and apply on structure. Obtain and show diagrams for member forces and moments as well as reactions at the support and find the maximum values for design purposes.

ttps://www.waterboards.ca.gov/waterrights/water_i…

^ This link contains ASCE 7-10. You will need it to calculate the various loads and prepare the load combination.

My group number from the table is 1.

After you finish the project, Answer the following questions on a separate paper:

How did you made your model?
How the beams, columns, and slabs are modeled?
What are the joints restrains?
What are the loading type an combinations?
Explain the load calculations.
How did you performed the analysis in the software?
Show the internal forces and moments.
How do you verify your results? Project for CEGR 324
Model the school building with the plan and sections as shown below. The building is a 3-story
ordinary moment resisting concrete structure that has to be constructed in southern Maryland.
Using STAAD Pro or similar software build the structural model, calculate the various loads and
prepare the load combination using ASCE 7-10 and apply on structure. Obtain and show diagrams
for member forces and moments as well as reactions at the support and find the maximum values
for design purposes.
Story height: 10 feet for Group 1; 11 feet for Group 2; 12 feet for Group 3
Soil type: D
Risk category: II
Exterior walls: 8-inch thick CMU plaster on the inside and sheathing and wood siding on exterior
Interior walls: 2×4 studs at 16 inches O.C., plater on each side.
Floor slab: 5 inch thick lightweight reinforce concrete, Floor coverings are hardwood (oak) with
¾ inch plywood subfloor.
Ceiling: false gypsum ceiling
Roofing materials:
Insulation weight: 5 lb/f2
(density 7.2 lbs/f3)
Bituminous weight: 3 lb/f2
Finish layer: 2 in thick aggregate of size ¼ to 2 with density105 lbs/f 3
Typical flat concrete roof layers:
Group
1
2
3
Column Cross
Section
(inches)
C1
C2
22×22
22×22
22×22
18×18
18×18
18×18
Column
Height
(feet)
10
11
12
Beam Cross
section
(inches)
All
DE
except
DE
20×16 24×16
20×16 24×16
20×16 24×16
Beam length
(feet)
DE 2-3
26
26
26
16
16
16
All
other
20
20
20
Joist
Cross
Section
(inches)
16×16
16×16
16×16

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