Question 1. Steel beams QTO (40 points) Calculate total quantity of steel (horizontal members only) for the North Canopy
Posted: Mon May 16, 2022 12:06 pm
Question 1. Steel beams QTO (40 points) Calculate total quantity of steel (horizontal members only) for the North Canopy on sheet 1/S-401 and the Southeast Canopy on sheet 2/S-401 for the Albany Carousel museum. Include purlins. Do not add any amount for connections. Use the correct units, and show your work, including marked- up drawings. North Canopy total quantity: Southeast Canopy total quantity:
Question 2. Reading Drawings (30 points total, 5 points each) Answer the following questions from the Albany Carousel Museum drawings. Show your work which may include drawing references, marked-up sheets, or calculations. a) What is the slope of the top of the canopy? b) What is the number and size of bolts at the connection between the HSS columns and the glulam beam at the Main Entry? c) In general terms, to what type of connection does this symbol refer? TYP 67 HSS/ 1/4V d) For the interior footing Mark 7 (between two Mark 5 footings), what is the size of Base Plate connecting the HSS column to the footing? e) For the Canopy Support Frame (S-304), what connects the Top Plate of an HSS column to the wood 2x6 beams above the column? How many and what size? f) What is the combined total weight of the two columns at the Carousel Entry Arch Support Frame?
** 2 $ > A DANENT ROUNDATIONBAN www
WA ut. CAROUSEL ENTRY ARCHA SUPRORT FRAME CAROUSEL WINDOW ARCH SUPPORT FRAME e
> GUTER ENTRY ARCHIVOSTIRANE INNER ENTRY ARTABAT MED
di WINDOW SUPPORT FRAME TYPE WINDOWSUPPORT FRAME
1 Картинки CANOPY SUPPORT FRAME
RE A INTER ENLARGED NORTLI CANOPY PLAN ENLARGUTLAST CANCY BLAN THE LARGED SOUTHWEST CANOM PLAN
W CANOPY CONNECTION TYPICAL CANOPY
CANOPY CONNECTION w TYPICAL CANONY CANOPY ENTRY
NEW WA I FEE ITI ELEVATOR PIT SECTION LEVATOR PIT SECTION
LIVATOR PIT SECTION ELEVATORT SECTION BROM SECTION A-A EXTERIOR CANOPY FOOTING TYPICAL INTERIOR FOOTING TUBE STEEL COLUMN
> ZOOM SA - TYPICAL FLOOR ORT GIRDEA TYRICAL COLUMNATOLGIRDER SRDER TO FULL COLUMN GROEBETO LAHEELGOL F VA TYPICAL HEADER TO ROOT CONNECTION TYPICAL FLOORBEARING HALL INTELOR SWEAR HALL GRDERINT COLUMN
- HD - OVER PHOSCENG Le FLOON w NOVE COLUN CAP WA PRATE TOP RATE IMPACER STINE PANT TT le COU POR AM COLUN ER PLAN HSS COLUMN TOP CONN MECH MEZZANINE SECTION WT
CUPOLA POST/BEAM CONNECTION ROOT DEAN CONNECTION SAROUSEL EAVI
ROBEAM CONNECTION SARGAVE SA . CAROUSEL FAVE CAROUSEL FAVE ROOF BEAM CONNECTION
1 TYPICAL INTERIOR SUEAR WALL CAROUSEL HEADER LAN -
TYPICAL PER METER ROOF PURLIN ROOF SECTION FRONT WINDOWS ROOF SECTION ENTRY
TYPICAL ROOF PURLINGIRDER SKEWED ROOF COLUMN CONNECTION 65 COLUMYOP CONN ZOOF SECTION REAR WINDOWS TYPICAL ROOF COLUMN CONNECTION
0 11 13 FP
Question 2. Reading Drawings (30 points total, 5 points each) Answer the following questions from the Albany Carousel Museum drawings. Show your work which may include drawing references, marked-up sheets, or calculations. a) What is the slope of the top of the canopy? b) What is the number and size of bolts at the connection between the HSS columns and the glulam beam at the Main Entry? c) In general terms, to what type of connection does this symbol refer? TYP 67 HSS/ 1/4V d) For the interior footing Mark 7 (between two Mark 5 footings), what is the size of Base Plate connecting the HSS column to the footing? e) For the Canopy Support Frame (S-304), what connects the Top Plate of an HSS column to the wood 2x6 beams above the column? How many and what size? f) What is the combined total weight of the two columns at the Carousel Entry Arch Support Frame?
** 2 $ > A DANENT ROUNDATIONBAN www
WA ut. CAROUSEL ENTRY ARCHA SUPRORT FRAME CAROUSEL WINDOW ARCH SUPPORT FRAME e
> GUTER ENTRY ARCHIVOSTIRANE INNER ENTRY ARTABAT MED
di WINDOW SUPPORT FRAME TYPE WINDOWSUPPORT FRAME
1 Картинки CANOPY SUPPORT FRAME
RE A INTER ENLARGED NORTLI CANOPY PLAN ENLARGUTLAST CANCY BLAN THE LARGED SOUTHWEST CANOM PLAN
W CANOPY CONNECTION TYPICAL CANOPY
CANOPY CONNECTION w TYPICAL CANONY CANOPY ENTRY
NEW WA I FEE ITI ELEVATOR PIT SECTION LEVATOR PIT SECTION
LIVATOR PIT SECTION ELEVATORT SECTION BROM SECTION A-A EXTERIOR CANOPY FOOTING TYPICAL INTERIOR FOOTING TUBE STEEL COLUMN
> ZOOM SA - TYPICAL FLOOR ORT GIRDEA TYRICAL COLUMNATOLGIRDER SRDER TO FULL COLUMN GROEBETO LAHEELGOL F VA TYPICAL HEADER TO ROOT CONNECTION TYPICAL FLOORBEARING HALL INTELOR SWEAR HALL GRDERINT COLUMN
- HD - OVER PHOSCENG Le FLOON w NOVE COLUN CAP WA PRATE TOP RATE IMPACER STINE PANT TT le COU POR AM COLUN ER PLAN HSS COLUMN TOP CONN MECH MEZZANINE SECTION WT
CUPOLA POST/BEAM CONNECTION ROOT DEAN CONNECTION SAROUSEL EAVI
ROBEAM CONNECTION SARGAVE SA . CAROUSEL FAVE CAROUSEL FAVE ROOF BEAM CONNECTION
1 TYPICAL INTERIOR SUEAR WALL CAROUSEL HEADER LAN -
TYPICAL PER METER ROOF PURLIN ROOF SECTION FRONT WINDOWS ROOF SECTION ENTRY
TYPICAL ROOF PURLINGIRDER SKEWED ROOF COLUMN CONNECTION 65 COLUMYOP CONN ZOOF SECTION REAR WINDOWS TYPICAL ROOF COLUMN CONNECTION
0 11 13 FP