Xcalcs: Beam under bending: Point load

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

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Fig

lun

Carlong

Carico

posCarico

deltalun

plotcurve

1

specMaterial

Material of construction:

2

3

Moment of inertia: in load plane:

4

5

area

6

7

8

RESULTS AT SELECTED LOCATIONS:

x

9

unitsFreccia

10

sigmaA

A

11

sigmaB

B

12

frecciamaxT

sigmamaxT

momentmaxT

shearmaxT

maxT

13

frecciamaxMpiu

sigmamaxMpiu

momentmaxMpiu

shearmaxMpiu

maxM+

14

frecciamaxMmeno

sigmamaxMmeno

momentmaxMmeno

shearmaxMmeno

maxM-

15

frecciamaxy

sigmamaxy

momentmaxy

shearmaxy

maxy

16

sigma1

x=

17

sigma2

x=

18

sigma3

x=

19

sigma4

x=

20

sigma5

x=

21

freccia6

sigma6

x=

22

sigma7

x=

23

sigma8

x=

24

sigma9

x=

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