Xcalcs: One leg frame: Distr.on girder

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One leg frame: vertical post: horizontal girder: under bending+shear+normal load: left end pinned: right end fixed: distributed partial load: linearly varying: on girder

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Fig

specMaterial1

specMaterial2

Young1

Young2

ni1

ni2

area1

area2

lun1

lun2

Carico

Caricoo

posCar

posCaro

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

formulay21

9

formulay22

10

formulay23

RESULTS AT SELECTED LOCATIONS:

x

11

unitsFreccia

unitsStress

unitsMoment

unitsForce

unitsLungh

12

frecciaA

sigmaA

momentA

shearA

A

13

frecciaBsx

sigmaBsx

momentBsx

shearBsx

xBsx

B-

14

frecciaBdx

sigmaBdx

momentBdx

shearBdx

xBdx

B+

15

frecciaC

sigmaC

momentC

shearC

C

16

frecciamaxT

sigmamaxT

momentmaxT

shearmaxT

xmaxT

maxT

17

frecciamaxMpiu

sigmamaxMpiu

momentmaxMpiu

shearmaxMpiu

xmaxMpiu

maxM+

18

frecciamaxMmeno

sigmamaxMmeno

momentmaxMmeno

shearmaxMmeno

xmaxMmeno

maxM-

19

frecciamaxy

sigmamaxy

momentmaxy

shearmaxy

xmaxy

maxw

20

freccia1

sigma1

moment1

shear1

x=

21

freccia2

sigma2

moment2

shear2

x=

22

freccia3

sigma3

moment3

shear3

x=

23

freccia4

sigma4

moment4

shear4

x=

24

freccia5

sigma5

moment5

shear5

x=

25

freccia6

sigma6

moment6

shear6

x=

26

freccia7

sigma7

moment7

shear7

x=

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