. Proceedings of the annual convention . Tests on Reinforced Concrete Bridges 367 PERCENT OF RECORDED STATIC STRESS n UJ a < UJ q:< L • > < • 1• 0 O ■ ^ V) 2 lO — ja.ui 00 MAXIMUM RECORDED STRESS IN CONCRETE IN KSi.(LIVE LOAD PLUS IMPACT)

RMID:2CGTRFM

Preview

Buy the print

Image details

Contributor:

Reading Room 2020 / Alamy Stock Photo

Image ID:

2CGTRFM

File size:

7.2 MB (156.6 KB Compressed download)

Releases:

Model - no | Property - noDo I need a release?

Dimensions:

1164 x 2147 px | 19.7 x 36.4 cm | 7.8 x 14.3 inches | 150dpi

More information:

This image is a public domain image, which means either that copyright has expired in the image or the copyright holder has waived their copyright. Alamy charges you a fee for access to the high resolution copy of the image.

This image could have imperfections as it’s either historical or reportage.

Search stock photos by tags

bookcentury1900 bookdecade1900

Similar stock images

RM2CGWJNF–. Proceedings of the annual convention . PIGMENT IN OIL - HOUSE PAINT. Tests on Waterproofing Coatings 227

RM2CGWBE4–. Proceedings of the annual convention . Fig. 6—SR4 wire gage on reinforcing bar. Tests on Reinforced Concrete Bridges 289.

RM2CGWTDK–. Proceedings of the annual convention . Results of Field Tests on Bascule Bridges 165. r 22 VCONCRETECOUNTERWEIGHT BRIDGE IN OPEN POSITION EAST TO CHICAGO

RM2CGWRD4–. Proceedings of the annual convention . Results of Field Tests on Bascu le Bridges 169. TO»e ELEVATION-JOINT 24 L N TRUSS t- S TRUSS

RM2CGWAFB–. Proceedings of the annual convention . M44JJ Tests on Reinforced Concrete Bridges 291. Fig 9—General view of SR4 wire gages on concrete andreinforcing bars at bottom of slab.

RM2CGW8BT–. Proceedings of the annual convention . Fig. 13—General views of reinforced concrete pile trestlenear Arkadelphia, Ark. Tests on Reinforced Concrete Bridges 29S. 296 Impact and Bridge Stresses

RM2CGW88M–. Proceedings of the annual convention . 296 Impact and Bridge Stresses. Fig. 15—General views of reinforced concrete continuous spanviaduct at Flint, Mich, Tests on Reinforced Concrete Bridges 297 3-8

RM2CGW7YH–. Proceedings of the annual convention . Fig. 15—General views of reinforced concrete continuous spanviaduct at Flint, Mich, Tests on Reinforced Concrete Bridges 297 3-8. 298 Impact and Bridge Stresses

RM2CGWBXR–. Proceedings of the annual convention . Fig. 5—Cutting out concrete covering on reinforcing bars.. Fig. 6—SR4 wire gage on reinforcing bar. Tests on Reinforced Concrete Bridges 289

RM2CGW8X5–. Proceedings of the annual convention . -o ? -85D.P.G.,SRftMOVER LITTLE RIVER 294 Impact and Bridge Stresses. Fig. 13—General views of reinforced concrete pile trestlenear Arkadelphia, Ark. Tests on Reinforced Concrete Bridges 29S

RM2CGWTKN–. Proceedings of the annual convention . H £ 1 »o UJ Sz < IS UJ o«ltf. (OOC ^^i ir CO t- 1- (tj z ^Q a ijj OO o (Dii: w O 7- <.) iT) 3 UJ OJ RQ: . Results of Field Tests on Bascule Bridges 165

RM2CGW9CF–. Proceedings of the annual convention . Fig. 11—General views of reinforced concrete pile bents of north approachstructure to Bridge 131, near Rochelle, La. Tests on Reinforced Co ncrete B ridges 293 M-I —^^. 01 m 111 e> o < o o u III cr n- 5 * .-hf id ► ♦

. Proceedings of the annual convention . Tests on Reinforced Concrete Bridges 367 PERCENT OF RECORDED STATIC STRESS n UJ a < UJ q:< L • > < • 1• 0 O ■ ^ V) 2 lO — ja.ui 00 MAXIMUM RECORDED STRESS IN CONCRETE IN KSi.(LIVE LOAD PLUS IMPACT)

Image details

Search stock photos by tags

Get great features with your free account

Get inspired for your next project!

. Proceedings of the annual convention . Tests on Reinforced Concrete Bridges 367 PERCENT OF RECORDED STATIC STRESS n UJ a &lt; UJ q:&lt; L • &gt; &lt; • 1• 0 O ■ ^ V) 2 lO — ja.ui 00 MAXIMUM RECORDED STRESS IN CONCRETE IN KSi.(LIVE LOAD PLUS IMPACT)

Image details

Search stock photos by tags

. Proceedings of the annual convention . Tests on Reinforced Concrete Bridges 367 PERCENT OF RECORDED STATIC STRESS n UJ a < UJ q:< L • > < • 1• 0 O ■ ^ V) 2 lO — ja.ui 00 MAXIMUM RECORDED STRESS IN CONCRETE IN KSi.(LIVE LOAD PLUS IMPACT)