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calcul grinda
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CALCULUL GRINZII DE PLANSEU LA MOMENT INCOVOIETOR PLANSEU Permanente dulap rigiips grinda ttal permanente
qn daN/mp 35 15 10 "0
utile
#5
$tal
135 81
distanta grinda
0."
verificare de rezistenta grinda simplu re'emata $tal planseu calcul 107.10 da daN/mp lungime grinda 3.(5 m
10 10
!"rinda #"rinda +cimp ql2/( sigma*grinda
n 1.2 1.3 1.2
1.4
verificare de riiditate grinda simplu re'emata $tal planseu nrm
( 130
verificare de rezistenta 10#.10 3.(5 10
,*grinda
10
+cimp
1
daN/mp m cm
(1.00
lungime grinda
3(5
)*grinda ,*grinda E mdul elast
10 10 100000
daN/mp cm cm cm cm daN/cmp
-' mment inertie (33.333333333 (33.333333333 ),3/12 Arie ), 100 adm l/200 1.925 cm e
cm
%sageata&
qn
cm 1$8.%3&'' daNm
$tal planseu calcul lungime grinda )*grinda
105
178.5 107.1
cm
11$.0&17 daN/cmp
qc daN/mp 42 19.5 12 #3.5
5ql4/3(4E-'
'.780&&0%7 cm
daNm
valoare calculata
0.& daN/cmp
sigma*grinda
verificare de rezistenta grinda simplu re'emata $tal planseu calcul 10#.10 lungime grinda 3.(5
15
dia)etr*
( 130 verificare de riiditate grinda simplu re'emata $tal planseu nrm (1.00 lungime grinda 3(5
daN/mp m cm
cm 1$8.%3&'' daNm
+cimp ql2/(
( 130
verificare de rezistenta $tal planseu calcul lungime grinda
3.(5
diametru
15
1
Arie ), adm l/200
daN/mp m
cm cm daN/cmp
1#".#093#5 1.925
cm
e
cm
5ql4/3(4E-'
daNm ( 130
valoare calculata
sigma*grinda
E mdul elast 100000 -' mment inertie 24(4.9#55(594 24(4.9#55(594
daN/mp cm
5$.8$08 daN/cmp
sigma*grinda
+cimp
15
diametru
%sageata&
0.30181 daN/cmp
cm
0.$3'%$0875 cm
CALCULUL GRINZII DE PLANSEU LA MOMENT INCOVOIETOR PLANSEU Permanente dulap PA+AN$ grinda ttal permanente
qn daN/mp 35 200 10 245
utile
150
$tal distanta grinda
#"rinda +cimp ql2/( sigma*grinda
1.2 1.1 1.2
1.4
3$5 0."5 '5&.75
verificare de rezistenta grinda simplu re'emata $tal planseu calcul 31%.&0 daN/mp lungime grinda 3.(5 m !"rinda
n
1' 15
verificare de riiditate grinda simplu re'emata
( 130
daN/mp m cm
,*grinda
15
+cimp
1 daNm
%sageata&
qn
cm 58'.8$%8 daNm
verificare de rezistenta $tal planseu calcul 314."0 lungime grinda 3.(5 )*grinda 12
210
%8% 31%.&
cm
1'$.53' daN/cmp
qc daN/mp 42 220 12 2#4
cm
$tal planseu nrma
25".#5
lungime grinda
3(5
)*grinda ,*grinda E mdul elast
12 15 100000
-' mment inertie ),3/12 Arie ), adm l/200 e
33#5
5ql4/3(4E-'
daN/mp cm cm cm daN/cmp
1(0 1.925
cm
'.17&3 cm
valoare calculata
sigma*grinda
0.''''' daN/cmp
( 130
verificare de rezistenta grinda simplu re'emata $tal planseu calcul 314."0 daN/mp lungime grinda 3.(5 m dia)etr* +cimp ql2/(
15
verificare de riiditate %sageata& grinda simplu re'emata $tal planseu nrma 25".#5 daN/mp lungime grinda 3(5 cm
cm
cm 58'.8$%8 daNm ( 130
sigma*grinda
E mdul elast -' mment inertie
100000 24(4.9#"
Arie ), adm l/200
1#".#094
cm cm daN/cmp
175.$'& daN/cmp
verificare de rezistenta $tal planseu calcul lungime grinda 3.(5
daN/mp m
diametru
15
cm
+cimp
1
daNm
e
0.3018 daN/cmp
1.925
cm
5ql4/3(4E-' ( 130
valoare calculata
sigma*grinda
15
diametru
'.$5577 cm
CALCULUL GRINZII DE PLANSEU LA MOMENT INCOVOIETOR PLANSEU Permanente dulap rigips grinda ttal permanente
qn daN/mp 35 15 10 "0
utile
300
$tal
3&0 180
distanta grinda
0.5
verificare de rezistenta grinda simplu re'emata $tal planseu calcu '%&.75 daN/mp lungime grinda 4 m !"rinda #"rinda +cimp ql2/( sigma*grinda
1' 1' %$3.5
n 1.2 1.3 1.2
1.4
420
%$3.5 '%&.75 verificare de riiditate %sageata& grinda simplu re'emata qn $tal planseu nr
1(0.00
cm
lungime grinda
400
cm daNm
)*grinda ,*grinda E mdul elast
12 12 100000
mment inerti ),3/12 Arie ), adm l/200
1#2(
171.35% daN/cmp
( 130
verificare de rezistenta $tal planseu calcu 24".#5 lungime grinda 4 )*grinda 12
qc daN/mp 42 19.5 12 #3.5
daN/mp m cm
,*grinda
12
+cimp
1 daNm
daN/mp cm cm cm daN/cmp
144 2
cm
e 5ql4/3(4E-' 3.%7''' cm
cm
valoare calculata
sigma*grinda
0.3%7'' daN/cmp
( 130
verificare de rezistenta grinda simplu re'emata $tal planseu calcu 24".#5 daN/mp lungime grinda 4 m dia)etr* +cimp ql2/(
15 %$3.5
verificare de riiditate %sageata& grinda simplu re'emata $tal planseu nr 1(0.00 daN/mp lungime grinda 400 cm
cm cm daNm ( 130
sigma*grinda
15
daN/mp m cm cm
+cimp
E mdul elast 100000 mment inerti 24(4.9#"
cm cm daN/cmp
1%8.$%5 daN/cmp
verificare de rezistenta $tal planseu calcul lungime grinda 4 diametru
15
diametru
1 daNm
Arie ), adm l/200 e
1#".#094 2
cm
5ql4/3(4E-' '.%1%51 cm
( 130
valoare calculata
sigma*grinda
0.3018 daN/cmp
CALCULUL GRINZII DE PLANSEU LA MOMENT INCOVOIETOR PLANSEU Permanente
qn daN/mp 35
dulap rigiips grinda ttal permanente
150
$tal
185 37
distanta grinda
0.2
verificare de rezistenta grinda simplu re'emata $tal planseu calc 50.%0 daN/mp lungime grinda 0." m #"rinda +cimp ql2/( sigma*grinda
1.2 1.3 1.2
35
utile
!"rinda
n
'0 5 '.'&8
1.4
verificare de riiditate grinda simplu re'emata $tal planseu nrm
3#.00
lungime grinda
"0
cm daNm
)*grinda ,*grinda E mdul elast
20 5 100000
( 130
daN/mp m cm
,*grinda
5
+cimp
1 daNm
%sageata&
qn
cm
'.7'1& daN/cmp
50.40 0." 20
210
'5' 50.%
verificare de rezistenta $tal planseu calc lungime grinda )*grinda
qc daN/mp 42 0 0 42
daN/mp cm cm cm daN/cmp
-' mment inertie 20(.3333 ),3/12 Arie ), 100 adm l/200 0.3 cm e
cm
5ql4/3(4E-'
0.003 cm
valoare calculata
sigma*grinda
1.' daN/cmp
( 130
verificare de rezistenta grinda simplu re'emata $tal planseu calc 50.40 daN/mp lungime grinda 0." m dia)etr* +cimp ql2/(
15 '.'&8
verificare de riiditate %sageata& grinda simplu re'emata $tal planseu nrm 3#.00 daN/mp lungime grinda "0 cm
cm cm daNm ( 130
sigma*grinda
+cimp
E mdul elast 100000 -' mment inertie 24(4.9#"
cm cm daN/cmp
0.&8%51 daN/cmp
verificare de rezistenta $tal planseu calcul lungime grinda 0." diametru
15
diametru
15
daN/mp m
Arie ), adm l/200
1#".#094 0.3
cm
e
cm
5ql4/3(4E-'
1 daNm
cm
0.000'5 cm
( 130
valoare calculata
sigma*grinda
0.3018 daN/cmp
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