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Predefined parametric profiles available in Tekla Structures

Last updated September 10, 2018 by Tekla User Assistance tekla.documentation@trimble.com

Software version: 
2018i

Predefined parametric profiles available in Tekla Structures

Predefined parametric profiles available in Tekla Structures

The below predefined parametric profiles are available in Tekla Structures.

The profiles are listed in the same order as they appear in the profile catalogcatalog that displays profiles and information on the profiles

In addition to the available profiles in the respective Tekla Structures environment, the user can add fixed or parametric user-defined profiles to the profile catalog. It is also possible to import profiles to the profile catalog.

in the default environmentTekla Structures environment that contains basic example settings that are not related to any standards specific to a country or a region

.

To change how the profiles are grouped in the profile cataloguser interface for displaying or modifying information in categorized lists

For example, profile catalog and shape catalog are catalogs.

, modify the profile catalog rules.

I profiles

HIh-s-t*b (symmetric)

HIh-s-t1*b1-t2*b2

HIh1-h2-s-t*b

HIh1-h2-s-t1*b1-t2*b2

I beams (steel)

I_BLT_Ah-b1-s1-t1*h2-b2-s2-t2

I_BLT_B h*b1*t1*s-b2*t2

I_HEMh*b*c*s*t

I_VAR_Ah1-ht*b1-bt*s*t

L profiles

Lh*b*t

Z profiles

BENTZ h*b*d*t[-a]

Z h*b*t

Z_VAR_A h1*b1*b2-s-h2*b3

Z_VAR_B h1*b1*b2-s-h2*b3

Z_VAR_C h1*b1*b2-s-h2*b3

U profiles

Uh*b*t

C profiles

Ch*b*t

C_BUILTh*b*s*t

C_VAR_Ah1*b1-s-h2*b2

C_VAR_Bh1*b1-s-h2*b2

C_VAR_Ch1*b1-s-h2*b2

C_VAR_Dh-b-d-c-s

T profiles

Th-s-t-b

Welded box profiles

HK h-s-t*b-c

HKh-s-t1*b1-t2*b2-c

Welded beam profiles

B_WLD_A h*b*s*t

B_WLD_B h*b*s*t

B_WLD_C h*s

B_WLD_D h*b*s*t

B_WLD_E h*b*s*t

B_WLD_F h*b*s*[t]

B_WLD_G h*b*s*t*a

B_WLD_H h*bo*bu*s*to*tu

B_WLD_I h*bo*s*to*bu*tu*a

B_WLD_J h1*h2*b*s*t

B_WLD_K h1*h2*b*s*t

B_WLD_L h*wt*wb*s*tt*tb

B_WLD_M h1*p1*p2*p3*p4

B_WLD_N p1*p2*p3*p4*p5*p6*p7*p8*p9

B_WLD_O b1*h1*b4*h5*b7*h6*P1*P2

B_WLD_P W*H*FT*WT*TPT*TPW*BPT*BPW

Box profiles

B_BUILTh*b*s*t

B_VAR_Ah1-h2*t

B_VAR_Bh1-h2*t

B_VAR_Ch1-h2*t

WQ profiles

HQh-s-t1*t2*b2

HQh*s-t1*b1-t2*b2-c

Rectangular sections

PLh*b

h=height

b=thickness

(smaller=b)

Circular sections

Dd

ELDd1*r1*d2*r2

Rectangular hollow sections

Ph*t (symmetric)

Ph*b*t

Ph1*b1-h2*b2*t

Circular hollow sections

PDd

PDd1*d2*t

EPDd1*r1*d2*r2*t

Cold rolled profiles

ZZh-t-e-b (symmetric)

ZZh-t-e1-b1-e2-b2

CCh-t-e-b (symmetric)

CCh-t-e1-b1-e2-b2

CW h-t-e-b-f-h1 (symmetric)

CW h-t-e1*b1-f1-f2-e2*b2

CUh-t-h1-b-e (symmetric)

CUh-t-h1-b1-h2-b2-e

EBh-t-e-b-a

EBh-t-e1-b1-e2-b2-a

Reference points: 1=right

2=left

3=top

BFh-s-b-h1

SPDd*t

SPDd2*d2*t

ESPD d1-d2*t

ECh-t-e-b-a

ECh-t-e1-b1-e2-b2-a

EDh-t-b-e-h1-h2-f1-f2-a

EEh-t-e-b-f1-f3-h1-f2-a

EFh-t-e-b1-b2-f1-f2/h1-a

EZh-t-e-b-f1-f3-h1-f2-a

EWh-t-e-b1-b2-f1-f2-h2-h1-a

Folded plates

FFLAa-b-t

FPANBh-b-t

FPANB_-b-t

FPANBAh-b-t

FPANBA_h-b-t

FPANBBh-c-d-t

FPANCVb-c-d-t

FPANGh-b-c-t

FPANGAh-b-c-t

FPANJa-b-c-t

FPANJa-b-c-t

FPAN a-b-c-t-g

FPANVVa-b-c-t-g

FP_Ah-b-c-d-g

FP_AAh*b2*t*a

FP_Bh-b-c-d-g-i

FP_BBh-b-d

FP_Cb-h-c

FP_CCh-b-a-d-s

FP_Db-h-c-d-f-g-i-j-s

FP_Eb-h-c-d-f-g-s

FP_Fb-h-c-d-f-g-s

FP_Gb-h-c-d-f-g-s

FP_Hb-h-c-d-f-s

FP_Ib-h-c-d-f-s

FP_Jb-h-c-d-a

FP_Kb-h-c-d

FP_Lb-h-c-d-f-s

FP_Mb-h-c-d-s

FP_Nb-h-c-d

FP_Ob-h-c-d-s

FP_Pa1*a2*h-b1*b2-Alpha1-Alpha2-Beta1-Beta2-s

FP_Qb-h-c-d-s

FP_Rb-h-c-d

FP_Sb-h-c-s

FP_Tb-h-a-d-s

FP_Ub-h-a-d-s

FP_Vb-h-s-c

FP_Wb-h-a-d-s

FP_WWh-b-a-c-s

FP_Yh-b-c-d

FP_Zd-h-b-s-a-f

Hat profiles

HAT h*a*c*t

HATCa-b-c-b1-h-b3-b4-b5-s

HATAb1*h1*h2*h3*h4*h5*h6*b2*t*f*a*h*b

HATBb*b1*b2*h*h1*h2*h3*h4*t*f*a

I beams (concrete)

HIIh1*b1*t1-h2-s-b2*t2[-sft[-sfb]]

IIh*b1*t1-s-b2*t2[-sft[-sfb]]

SIIh1*b1*t1-h2-s-b2*t2[-sft[-sfb]]

Ledger beams (concrete)

RCLs*h-b*t

RCDLs*h-b*t

RCDLs*h-b*t1*t2

RCDXs*h-b*h2*h1

RCDXs*h-b*h4*h3*h2*h1

RCDXs*h-b*h4*h3*h2*h1-ex

RCXXs*h-b*t*h1-h2-ex

RCXs*h-b*h2*h1

T profiles (concrete)

HTTh*b-s-t-b2-h2

TCh-b-t-s

TRIh*b-b2*t1-h3-t2

TTh*b-s-t-b2

TTTh*b-bl-br-hw-bwmin-bwmax

T_VAR_Ah1*h2*s*b1*t1-sft

T_VAR_Bh-b-c-d

Irregular beams (concrete)

IRR_Ab-h-g-c-d

IRR_Bh-b-c-d-f-g

IRR_Ch-b-c-d

IRR_Db1*b2-h1*h2

IRR_Eh-b-c-d-h2-h3-h4

IRR_Fa*b

IRR_Gh*b*h2*b2

IRR_Hh*b*h2*b2

IRR_Ih*b*b2

IRR_Jh*b*b2

OCTB*b1-H*h1

REC_Ah-b

REC_Bh-b-b1

REC_Ch-b-b1

REC_Dh-b-b2

REC_Eh-b

REC_Fh-b

REC_Gh-b

REC_Hh-b

REC_I a-b*h

TRI_Ah-b

TRI_Ba1

TRI_Cb-h

TRI_Dh*b

TRI_Eb*h*h2*b2

Panels

PNL_Ah*b

PNL_Bh*b

PNL_Ch*b-a-ht*bt

PNL_Dh*b-a-ht*bt

PNL_Eh*b-a-ht*bt

PNL_Fh*b-a-ht*bt

PNL_Gh*b

PNL_Hh*b-a-ht

PNL_Ih*b-a-ht*bt

PNL_Jh*b-a-ht*bt

PNL_Kh*b

PNL_Lh-b-c-f

PNL_Mh-b-c-f-d

PNL_Nh-b-d-f-g-j

PNL_Oh-b-d-f-g-i-t

Variable cross sections

HEXRECTh-b-br-hr

HXGONb

OBLINCLh1-h2-h3-h4-b

OBLRIDh1*b1*b2-h2-h3-l2-l1

OBLVAR_Ah1*b1*b2-h2

OBLVAR_Bh1-h2-b

OBLVAR_Ch-b-a-i-j-k-m-n

OBLVAR_Dh-c-b

OBLVAR_Eh-b-a-c-d-i-j-k-l-m-p-o

OCTAGONb-b2

PRMDASh*b-he*be

PL_Vh*b-he*be

PRMDh*b-h2*b2

ROUNDRECTd-Rb*Rh-t*ye-ze

Others

BLKSd1-d2

CAPd

HEMISPHERd

NUT_Md

RCRWh*b-b2*b3-b4-t1*t2-t3*t4

SKh*b-h2-t-b2-b3

SPHEREd

STBb-h-h1-b1-b2-d

STEPh-b*h1-b1-s

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