Xcalcs: Circular arch: Unif.rad.load

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Circular arch: uniform section: end A: fixed: end B: fixed: uniform load: radial

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Fig

luce

saetta

raggio

Carico

phi

plotcurve

1

specMaterial

Material of construction:

2

Young

Unit for: Material modulus

Elastic & shear moduli of mat'l:

3

Poisson's ratio of material:

4

shearf

area

Section area & shear factor:

5

Moment of inertia & section modulus:

6

beta

alfa

Axial and shear deformation factors:

7

totCarico

Total arch load: vertical:

8

verticalB

verticalA

Unit for: Load

Vertical reaction:

9

horizontalB

horizontalA

''

Horizontal reaction:

10

formulaw

11

formulau

RESULTS AT SELECTED LOCATIONS:

x

12

unitsFreccia

unitsStress

unitsForce

unitsMoment

unitsForce

unitsLungh

.

13

frecciaA

sigmaA

shearA

momentA

normalA

A

14

frecciaB

sigmaB

shearB

momentB

normalB

B

15

frecciamaxN

sigmamaxN

shearmaxN

momentmaxN

normalmaxN

xmaxN

maxN

16

frecciamaxMpiu

sigmamaxMpiu

shearmaxMpiu

momentmaxMpiu

normalmaxMpiu

xmaxMpiu

maxM+

17

frecciamaxMmeno

sigmamaxMmeno

shearmaxMmeno

momentmaxMmeno

normalmaxMmeno

xmaxMmeno

maxM-

18

frecciamaxS

sigmamaxS

shearmaxS

momentmaxS

normalmaxS

xmaxS

maxS

19

frecciamaxy

sigmamaxy

shearmaxy

momentmaxy

normalmaxy

xmaxy

maxη

20

freccia1

sigma1

shear1

moment1

normal1

x=

21

freccia2

sigma2

shear2

moment2

normal2

x=

22

freccia3

sigma3

shear3

moment3

normal3

x=

23

freccia4

sigma4

shear4

moment4

normal4

x=

24

freccia5

sigma5

shear5

moment5

normal5

x=

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