Xcalcs: One leg frame: Unif.on post

nomeDoc

nomeDocNum

nomeRedatto

nomeContr

nomeRev

dataEmesso

nomeVessel

nomeItem

nomePlant

um_visua

One leg frame: vertical post: horizontal girder: under bending+shear+normal load: left end pinned: right end pinned: uniform load: on post

nomeUnit

nomeLoadCondition

nomeLoading

Fig

specMaterial1

specMaterial2

Young1

Young2

ni1

ni2

area1

area2

lun1

lun2

Carico

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

formulay1

8

formulay2

RESULTS AT SELECTED LOCATIONS:

x

9

unitsFreccia

unitsStress

unitsMoment

unitsForce

unitsLungh

10

frecciaA

sigmaA

momentA

shearA

A

11

frecciaBsx

sigmaBsx

momentBsx

shearBsx

xBsx

B-

12

frecciaBdx

sigmaBdx

momentBdx

shearBdx

xBdx

B+

13

frecciaC

sigmaC

momentC

shearC

C

14

frecciamaxT

sigmamaxT

momentmaxT

shearmaxT

xmaxT

maxT

15

frecciamaxMpiu

sigmamaxMpiu

momentmaxMpiu

shearmaxMpiu

xmaxMpiu

maxM+

16

frecciamaxMmeno

sigmamaxMmeno

momentmaxMmeno

shearmaxMmeno

xmaxMmeno

maxM-

17

frecciamaxy

sigmamaxy

momentmaxy

shearmaxy

xmaxy

maxw

18

freccia1

sigma1

moment1

shear1

x=

19

freccia2

sigma2

moment2

shear2

x=

20

freccia3

sigma3

moment3

shear3

x=

21

freccia4

sigma4

moment4

shear4

x=

22

freccia5

sigma5

moment5

shear5

x=

23

freccia6

sigma6

moment6

shear6

x=

24

freccia7

sigma7

moment7

shear7

x=

www.xcalcs.com

numTotPag

numPag1

If you continue to use this site, we will assume that you accept the use of cookies for statistical and user friendliness purposes. To know more.