Concrete

Due to its high driving capacity, U PHC PILE increases construction efficiency and speed with large-capacity ram and high drop height.

Designation		PHC-110
Designation		Type A	Type B	Type C
Effective PS amount	MPa	4	8	10
Design reference strength	MPa	110
Bending tensile strength	MPa	7.5
Ultimate compressive strain		0.003
Modulus of elasticity	MPa	40000
Long-term allowable stress	Compression	30
	Bending tension	1	2	2.5
	Diagonal tension	1.2
Short-term allowable stress	Compression	60
	Bending tension	2	4	5
	Bending tension	1.8

Outside diameter D (mm)	Thickness tc (mm)	Length L (mm)	Type	Allowable axial load (kN)	Standard valid Prestress fce (Mpa)	Concrete cross-sectional area Ac (mm²)	Annular cross-sectional area Ae (mm²)	Secondary moment of section		Transformed section modulus Ze ( x 10³ mm³)	Design bending moment(N=0)		Shear strength Qc (kN)
Outside diameter D (mm)	Thickness tc (mm)	Length L (mm)	Type	Allowable axial load (kN)	Standard valid Prestress fce (Mpa)	Concrete cross-sectional area Ac (mm²)	Annular cross-sectional area Ae (mm²)	Concrete section Ic ( x 10⁶ mm⁴)	Transformed section Ie ( x 10⁶ mm⁴)	Transformed section modulus Ze ( x 10³ mm³)	Crack Mcr (kN.m)	Destruction Mu (kN.m)	Shear strength Qc (kN)
400	65	7~15	A B C	1,764 1,704 1,668	3.92 7.85 9.81	68,408	70,008 71,480 72,504	995	1,018 1,038 1,053	5,091 5,194 5,266	65.0 86.4 99.8	85.2 159.4 208.3	163 204 227
450	70	7~15	A B C	2,159 2,082 2,053	3.92 7.85 9.81	83,566	86,126 88,686 88,174	1,559	1,605 1,627 1,642	7,136 7,234 7,301	83.7 118.5 133.3	122.5 236.1 267.6	198 255 268
500	80	7~15	A B C	2,729 2,635 2,594	3.92 7.85 9.81	105,558	107,862 110,166 111,318	2,411	2,462 2,513 2,538	9,851 10,054 10,155	122.8 165.2 184.5	154.1 300.3 370.0	246 312 338
600	90	7~15	A B C	3,737 3,610 3,544	3.92 7.85 9.81	144,199	147,271 150,343 152,199	4,834	4,934 5,034 5,094	16,447 16,780 16,981	203.4 272.7 310.8	249.7 486.8 623.2	333 421 463

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