Beams_capacity_shared

	B	C	D	E	O	P	Q	R
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3	Legend
4		Input
5		Constants values given by EC5
6		Output
7		Checks that are satified
8		Checks that are NOT satified
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11	RETRIEVE GEOMETRY OF THE BEAMS
12	Symbol	Value	Units	Description
13	S	250	-	Series of the beams. Choose an available series.
14	s	M	-	Size of the beams. Choose an available size.
15	code	250M	-	Create the label of the beam to look into the database
16	w	600		Width of the beam
17	h	380		Height of the beam
18	h_f2f	292		Distance between flange to flange
19	L_net	4800	mm	Net span of the beams
20	L	5138	mm	Span of the beams from centre column to centre column
21	a	1700	mm	Distance between the castelalted joint and the support
22	n_1	9	-	Number of tabs between the support and the castellated joint
23	n_2	5	-	Number of tabs between the two castellated joints
24	W_j	946080	mm3	Section modulus at the castellated joint - tab failure
25	W_mid	946080	mm3	Section modulus in the midspan - tab failure
26	W_mid_stress	1855806	mm3	Section modulus in the midspan - tensile failure
27	I	287650000	mm4	Second modulus of Inertia
28	k_R	2295000000	Nmm/rad	Rotational stiffness of the castellated joint
29	W	15.9	kg/m	Approximate self weight of the beams
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31	RETRIEVE THE MATERIAL PROPERTIES
32	Symbol	Value	Units	Description
33	Material	METSA	-	Material code. Choose between : METSA, WISA, OSB3, SMARTPLY
34	f_b,0	21.5	MPa	Bending strength (parallel)
35	f_b,90	12.3	MPa	Bending stregnth (perpendicular)
36	f_t,0	11.8	MPa	Tensile strenght (parallel)
37	f_c,0	19.7	MPa	Compressive strength (parallel)
38	f_t,90	6.2	MPa	Tensile strength (perpendicular)
39	f_c,90	10.3	MPa	Compressive strength (perpendicular)
40	f_s	3.5	MPa	Shear strength
41	E_0	8.6	GPa	Elastic modulus (parallel)
42	E_90	3.4	GPa	Elastic modulus (perpendicular)
43	rho	460	kg/m3	Density of the material
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45	BEAMS CAPACITY
46	Symbol	Value	Units	Description
47	M_rd,j	18.64	kNm	Unfactored capacity at the castellated joint
48	M_rd,mid	18.64	kNm	Unfactored capacity at the midspan
49	V_rd	47.9	kN	Shear capacity unfactored
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51	DEFLECTION
52	Symbol	Value	Units	Description
53	q	1.098	kN/m	Linear load
54	Creep factor	0.8	-	Creep factor fordeflection checks	i_beams	0.6	m	Inter-axis distance between the beams
55	d_lim,st	20.552	mm	Deflection limit at short-term, calculated as L/250	G_i,m^2	0.7	kN/m^2	Super imposed gravity load due to services/forniture etc
56	d_sd,st,b	4.0	mm	Elastic deflection at short term using frequent loads due to bending	G_i	0.42	kN/m	Super imposed gravity load per linear unit
57	d_sd,st,r	2.38	mm	Elastic deflection at short term using frequent loads due to rotation at the joint	Q_1,m^2	0	kN/m^2	Snow load per square meter
58	k_rot_%	37%	-	Joint rotation contribution over the total elastic deflection	Q_1	0	kN/m	Snow load per linear meter
59	d_sd,st	6.4	mm	Elastic deflection at short term using frequent loads	Q_2,m^2	2	kN/m^2	Live load per square meter
60	SF,d_st	0.312	OK	Ratio between deformation and limit at short term deformation. It has to be lower than 1	Q_2	1.2	kN/m	Live load per linear meter
61	d_sd,lt	11.5	mm	Long term deflection at short term using quasi permanent loads
62	SF,d_st	0.56	OK	Ratio between deformation and limit at long term deformation. It has to be lower than or equal to 1
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