Xcalcs: Beam under bending: Unif.load

nomeDoc

nomeDocNum

nomeRedatto

nomeContr

nomeRev

dataEmesso

nomeVessel

nomeItem

nomePlant

um_visua

Beam under bending: with axial compression: left end supported: right end guided: uniform load

nomeUnit

nomeLoadCondition

nomeLoading

Fig

lun

Carlong

Carico

deltalun

plotcurve

1

specMaterial

Material of construction:

2

Young

Elastic modulus of material:

3

Moment of inertia: in load plane:

4

Section modulus: in load plane:

5

area

Section area:

6

Dimensionless parameter:

7

totCarico

Total transverse load:

8

formulay

RESULTS AT SELECTED LOCATIONS:

x

9

unitsFreccia

unitsStress

unitsMoment

unitsForce

unitsLungh

10

frecciaA

sigmaA

momentA

shearA

A

11

frecciaB

sigmaB

momentB

shearB

B

12

frecciamaxT

sigmamaxT

momentmaxT

shearmaxT

xmaxT

maxT

13

frecciamaxMpiu

sigmamaxMpiu

momentmaxMpiu

shearmaxMpiu

xmaxMpiu

maxM+

14

frecciamaxMmeno

sigmamaxMmeno

momentmaxMmeno

shearmaxMmeno

xmaxMmeno

maxM-

15

frecciamaxy

sigmamaxy

momentmaxy

shearmaxy

xmaxy

maxy

16

freccia1

sigma1

moment1

shear1

x=

17

freccia2

sigma2

moment2

shear2

x=

18

freccia3

sigma3

moment3

shear3

x=

19

freccia4

sigma4

moment4

shear4

x=

20

freccia5

sigma5

moment5

shear5

x=

21

freccia6

sigma6

moment6

shear6

x=

22

freccia7

sigma7

moment7

shear7

x=

23

freccia8

sigma8

moment8

shear8

x=

24

freccia9

sigma9

moment9

shear9

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.