Steel Structure Pedestrian Bridge Bailey Bridge for Emergency Purpose

• Customization: Available
• After-sales Service: 1 Year
• Warranty: 1 Year
• Model NO.: BAILEY BRIDGE
• Certification: DIN, JIS, GB, BS, ASTM, AISI
• Life: Temporary Bridge
• Across Way: Open Bridge
• Lane Position: Deck Bridge
• Usage: Over Water Bridge, Tractor Bridge, Pontoon, Footbridge, Public Iron Dual Purpose Bridge, Highway Bridge
• Scale: Middle Bridge
• Stress Characteristics: Beam Bridge
• Material: Steel Bridge
• Standard: ASTM,BS,GB
• Transport Package: Container
• Specification: 200/321
• Trademark: CRW
• Origin: Qingdao China
• HS Code: 7308100000
• Production Capacity: 600000PCS One Year
• Package Size: 20.00cm * 20.00cm * 50.00cm
• Package Gross Weight: 10.000kg

Product Description

Steel Structure Pedestrian Bridge Bailey Bridge for Emergency Purpose

321(100) truss press limited table
No.		internal force		structure form
				not reinforced model					reinforced model
				SS	DS	TS	DDR		SSR		DSR	TSR	DDR
321(100)		standard truss moment(kN.m)		788.2	1576.4	2246.4	3265.4		1687.5		3375.0	4809.4	6750.0
321(100)		standard truss shear (kN)		245.2	490.5	698.9	490.5		245.2		490.5	698.9	490.5
321 (100) Table of geometric characteristics of truss bridge(Half bridge)
Type No	Geometric characteristics		structure form
			not reinforced model					reinforced model
			SS	DS	TS	DDR		SSR		DSR		TSR	DDR
321(100)	Section properties(cm^3)		3578.5	7157.1	10735.6	14817.9		7699.1		15398.3		23097.4	30641.7
321(100)	Moment of inertia(cm^4)		250497.2	500994.4	751491.6	2148588.8		577434.4		1154868.8		1732303.2	4596255.2

 

200 truss press limited table
No	internal force	structure form
		not reinforced model					reinforced model
		SS	DS		TS	QS	SSR	DSR		TSR	QSR
200	standard truss moment(kN.m)	1034.3	2027.2		2978.8	3930.3	2165.4	4244.2		6236.4	8228.6
200	standard truss shear (kN)	222.1	435.3		639.6	843.9	222.1	435.3		639.6	843.9
201	high bending truss moment(kN.m)	1593.2	3122.8		4585.5	6054.3	3335.8	6538.2		9607.1	12676.1
202	high bending truss shear(kN)	348	696		1044	1392	348	696		1044	1392
203	Shear force of super high shear truss(kN)	509.8	999.2		1468.2	1937.2	509.8	999.2		1468.2	1937.2
200 Table of geometric characteristics of truss bridge(Half bridge)
structure	geometric characteristics
	geometric characteristics	chord area(cm2)		Section properties(cm3)					Moment of inertia(cm^4)
ss	SS	25.48		5437					580174
	SSR	50.96		10875					1160348
DS	DS	50.96		10875					1160348
	DSR1	76.44		16312					1740522
	DSR2	101.92		21750					2320696
TS	TS	76.44		16312					1740522
	TSR2	127.4		27185					2900870
	TSR3	152.88		32625					3481044
QS	QS	101.92		21750					2320696
	QSR3	178.36		38059					4061218
	QSR4	203.84		43500					4641392

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