Xcalcs: Tapered fixed beam under simple bending: Conc.load

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Tapered fixed beam under simple bending: main inertia varying with the 1st power of x: resistance modulus varying with the 1st power of x: concentrated load

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Fig

lun

posCarico

Carico

plotcurve

1

specMaterial

Material of construction:

2

Young

Elastic modulus of material:

3

formulay

4

RESULTS AT SELECTED LOCATIONS:

x

5

unitsFreccia

unitsStress

unitsMoment

unitsForce

unitsLungh

6

A

7

B

8

maxT

9

xmaxMpiu

maxM+

10

maxM-

11

xmaxsig

maxs

12

xmaxy

maxy

13

freccia1

moment1

x=

14

shear2

x=

15

shear3

x=

16

x=

17

x=

18

moment6

x=

19

shear7

x=

20

moment8

x=

21

shear9

x=

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