MkaPEB Shop

Overhead cranes and crane runway beam design

An easy and economical method of moving bulky items from one location to another, overhead cranes are an essential component of many modern industrial metal buildings and manufacturing facilities.

Crane runway beams are the key structural elements that change the cost of construction. Economic solutions are found by changing the beam and steel column cross-sections according to the crane lifting capacity. MkaPEB will help you in this regard as well.

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Snow Load

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Wind Load

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Seismic Information

Snow Load Code	USA: ASCE-07-22
Risk Category	II
Snow Surface Type	B (see Section 26.7)
Exposure Type	Fully Exposed
Thermal Condition	Unheated structures, open-air structures, structures kept just above freezing [40 to 50 °F (4 to 10 °C)], and other structures with cold, ventilated roofs meeting the minimum requirements of the applicable energy code
Winter Wind Parameter, W2	0.0
Ground Snow Load	30 lb/ft² \| 1.437 kN/m²
Flat Roof Snow Load	22.68 psf \| 1.086 kN/m²

Wind Load Code	USA: ASCE-07-22
Main Wind Force Resisting System	Chapter 27
Components And Claddings	Chapter 30
Building Class	I
Wind Exposure	For buildings or other structures with a mean roof height ≤ 30 ft (9.1 m): Exposure Category B applies where Surface Roughness B prevails for a distance > 1,500 ft (457 m). For buildings > 30 ft (9.1 m): Exposure B applies where Surface Roughness B prevails for a distance > 2,600 ft (792 m) or 20 times the building height, whichever is greater. [ASCE 7-22]
Topographic Type	2D Ridge
Kzt	1.00
In Hurricane Prone	FALSE
Wind Speed	85 mph
Enclosure Class	Enclosed buildings
Internal Pressure Coefficient Cpi+	0.18
Internal Pressure Coefficient Cpi-	0.18

Seismic Design Code	USA: ASCE-07-22
Longitude	34.05354
Latitude	-118.24529
Ss	2.442
S1	0.857
Pga	0.924
Pgv	0.924
Ground Type	C
Ground Type Description	Very dense sand or hard clay
Structural System	C04: Steel ordinary moment frames
Reduction Factor (R)	3.5
Importance Factor (I)	1
Live Load Factor (n)	0.3

Snow Load Table

Snow Load

Snow Load Code	USA: ASCE-07-22
Risk Category	II
Snow Surface Type	B (see Section 26.7)
Exposure Type	Fully Exposed
Thermal Condition	Unheated structures, open-air structures, structures kept just above freezing [40 to 50 °F (4 to 10 °C)], and other structures with cold, ventilated roofs meeting the minimum requirements of the applicable energy code
Winter Wind Parameter, W2	0.0
Ground Snow Load	30 lb/ft² \| 1.437 kN/m²
Flat Roof Snow Load	22.68 psf \| 1.086 kN/m²

Wind Load Table

Wind Load

Wind Load Code	USA: ASCE-07-22
Main Wind Force Resisting System	Chapter 27
Components And Claddings	Chapter 30
Building Class	I
Wind Exposure	For buildings or other structures with a mean roof height ≤ 30 ft (9.1 m): Exposure Category B applies where Surface Roughness B prevails for a distance > 1,500 ft (457 m). For buildings > 30 ft (9.1 m): Exposure B applies where Surface Roughness B prevails for a distance > 2,600 ft (792 m) or 20 times the building height, whichever is greater. [ASCE 7-22]
Topographic Type	2D Ridge
Kzt	1.00
In Hurricane Prone	FALSE
Wind Speed	85 mph
Enclosure Class	Enclosed buildings
Internal Pressure Coefficient Cpi+	0.18
Internal Pressure Coefficient Cpi-	0.18

Seismic Information Table

Seismic Information

Seismic Design Code	USA: ASCE-07-22
Longitude	34.05354
Latitude	-118.24529
Ss	2.442
S1	0.857
Pga	0.924
Pgv	0.924
Ground Type	C
Ground Type Description	Very dense sand or hard clay
Structural System	C04: Steel ordinary moment frames
Reduction Factor (R)	3.5
Importance Factor (I)	1
Live Load Factor (n)	0.3

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Overhead cranes and crane runway beam design

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