Xcalcs: One leg frame: Point on post

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dataEmesso

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um_visua

One leg frame: vertical post: horizontal girder: under bending+shear+normal load: left end sliding: right end fixed: point load: on post

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Fig

specMaterial1

specMaterial2

Young1

Young2

ni1

ni2

area1

area2

lun1

lun2

Carico

posCar

plotcurve

1

shearf2

shearf1

Shear factor:

2

luntot

Developed length: of frame:

3

totCaricoh

totCarico

Unit for: Load

Total load:

4

reazverC

reazverA

''

Vertical reaction:

5

reazhorC

reazhorA

''

Horizontal reaction:

6

reazmomC

reazmomA

Unit for: Moment

Moment reaction:

7

formulay11

8

formulay12

9

formulay2

RESULTS AT SELECTED LOCATIONS:

x

10

unitsFreccia

unitsStress

unitsMoment

unitsForce

unitsLungh

11

frecciaA

sigmaA

momentA

shearA

A

12

frecciaBsx

sigmaBsx

momentBsx

shearBsx

xBsx

B-

13

frecciaBdx

sigmaBdx

momentBdx

shearBdx

xBdx

B+

14

frecciaC

sigmaC

momentC

shearC

C

15

frecciamaxT

sigmamaxT

momentmaxT

shearmaxT

xmaxT

maxT

16

frecciamaxMpiu

sigmamaxMpiu

momentmaxMpiu

shearmaxMpiu

xmaxMpiu

maxM+

17

frecciamaxMmeno

sigmamaxMmeno

momentmaxMmeno

shearmaxMmeno

xmaxMmeno

maxM-

18

frecciamaxy

sigmamaxy

momentmaxy

shearmaxy

xmaxy

maxw

19

freccia1

sigma1

moment1

shear1

x=

20

freccia2

sigma2

moment2

shear2

x=

21

freccia3

sigma3

moment3

shear3

x=

22

freccia4

sigma4

moment4

shear4

x=

23

freccia5

sigma5

moment5

shear5

x=

24

freccia6

sigma6

moment6

shear6

x=

25

freccia7

sigma7

moment7

shear7

x=

www.xcalcs.com

numTotPag

numPag1

One-leg

Ver.hor.

Point on girder

Distr.on girder

Portal

Suggest a sheet

Technical support

PREXCO srl
Via Primo Maggio, 10
I-46030 S.GIORGIO DI MANTOVA
Tel+39 03761536542
skype:prexco

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