Long products - Bearing piles - Wide flange bearing piles - UBP - S355 - 6. Axial force + bending UBP

Change product type

Change selection properties

Section designation		Cross-section resistance check													Member buckling check
and resistances		n Limit	Moment Resistance M_c,y,Rd, M_c,z,Rd (kNm) and Reduced Moment Resistance M_N,y,Rd, M_N,z,Rd (kNm)												n Limit	Compression resistance N_b,y,Rd, N_b,z,Rd (kN) and Buckling Resistance Moment M_b,Rd (kNm)
(kN, kNm)		Class 3	for Ratios of Design Axial Force to Design Axial Plastic Resistance n = N_Ed / N_pl,Rd												Class 3	for varying buckling lengths L (m) within the limiting value of n = N_Ed / N_pl,Rd
		Class 2	n	0.0	0.1	0.2	0.3	0.4	0.5	0.6	0.7	0.8	0.9	1.0	Class 2	L (m)	1.0	1.5	2.0	2.5	3.0	3.5	4.0	5.0	6.0	7.0	8.0	9.0	10.0	11.0	12.0	13.0	14.0
UBP 356 x 368 x 174			M_c,y,Rd	1,100	1,100	1,100	1,100	1,100	1,100	1,100	1,100	1,100	1,100	1,100	0	N_b,y,Rd	7,640	7,640	7,640	7,610	7,490	7,370	7,250	7,000	6,720	6,420	6,070	5,700	5,300	4,880	4,460	4,070	3,700
N_pl,Rd = 7,640		n/a	M_c,z,Rd	516	516	516	516	516	516	516	516	516	516	516		N_b,z,Rd	7,640	7,600	7,320	7,040	6,760	6,460	6,160	5,510	4,830	4,170	3,580	3,060	2,630	2,270	1,980	1,730	1,530
f_yW_el,y = 974		1.000	M_N,y,Rd	1,100	1,100	1,040	907	777	648	518	389	259	130	0	1.000	M_b,Rd	1,100	1,100	1,100	1,100	1,100	1,090	1,060	1,020	974	929	884	841	798	758	720	685	652
f_yW_el,z = 337			M_N,z,Rd	516	516	516	516	506	475	423	349	254	138	0
UBP 356 x 368 x 152			M_c,y,Rd	851	851	851	851	851	851	851	851	851	851	851	1.000	N_b,y,Rd	6,680	6,680	6,680	6,650	6,550	6,440	6,340	6,110	5,870	5,600	5,290	4,960	4,610	4,240	3,870	3,520	3,200
N_pl,Rd = 6,680		1.000	M_c,z,Rd	291	291	291	291	291	291	291	291	291	291	291		N_b,z,Rd	6,680	6,640	6,390	6,150	5,900	5,640	5,360	4,790	4,190	3,620	3,100	2,650	2,270	1,960	1,700	1,490	1,320
f_yW_el,y = 851		0.000	M_N,y,Rd	–	–	–	–	–	–	–	–	–	–	–	1.000	M_b,Rd	851	851	851	851	851	848	830	796	761	726	691	657	623	592	561	533	507
f_yW_el,z = 291			M_N,z,Rd	–	–	–	–	–	–	–	–	–	–	–	0.000	M_b,Rd	955	955	955	955	955	942	921	878	835	792	749	707	667	629	593	560	530
UBP 356 x 368 x 133			M_c,y,Rd	766	766	766	766	766	766	766	766	766	766	766	1.000	N_b,y,Rd	6,010	6,010	6,010	5,970	5,880	5,780	5,690	5,480	5,250	5,000	4,720	4,410	4,080	3,740	3,410	3,090	2,800
N_pl,Rd = 6,010		1.000	M_c,z,Rd	260	260	260	260	260	260	260	260	260	260	260		N_b,z,Rd	6,010	5,960	5,740	5,510	5,280	5,040	4,790	4,250	3,700	3,180	2,710	2,310	1,980	1,710	1,480	1,300	1,140
f_yW_el,y = 766		0.000	M_N,y,Rd	–	–	–	–	–	–	–	–	–	–	–	1.000	M_b,Rd	766	766	766	766	766	759	742	708	673	638	602	567	533	501	472	444	419
f_yW_el,z = 260			M_N,z,Rd	–	–	–	–	–	–	–	–	–	–	–	0.000	M_b,Rd	854	854	854	854	854	838	818	777	734	691	647	605	565	528	494	463	435
UBP 356 x 368 x 109	∗		M_c,y,Rd	X	X	X	X	X	X	X	X	X	X	$	0.000	N_b,y,Rd	4,700	4,700	4,700	4,670	4,600	4,530	4,450	4,300	4,120	3,930	3,710	3,480	3,230	2,970	2,710	2,460	2,240
N_pl,Rd = 4,920		n/a	M_c,z,Rd	X	X	X	X	X	X	X	X	X	X	$		N_b,z,Rd	4,700	4,660	4,490	4,320	4,140	3,950	3,760	3,350	2,930	2,520	2,160	1,840	1,580	1,360	1,180	1,040	913
f_yW_el,y = 628		0.000	M_N,y,Rd	–	–	–	–	–	–	–	–	–	–	–	0.000	M_b,Rd	628	628	628	628	628	619	604	574	543	510	476	444	412	383	356	332	311
f_yW_el,z = 210			M_N,z,Rd	–	–	–	–	–	–	–	–	–	–	–	0.000	M_b,Rd	694	694	694	694	694	678	661	625	587	547	507	469	432	399	370	343	320
UBP 305 x 305 x 223			M_c,y,Rd	1,260	1,260	1,260	1,260	1,260	1,260	1,260	1,260	1,260	1,260	1,260	0	N_b,y,Rd	9,800	9,800	9,800	9,670	9,500	9,330	9,160	8,780	8,350	7,880	7,350	6,780	6,180	5,590	5,030	4,520	4,060
N_pl,Rd = 9,800		n/a	M_c,z,Rd	580	580	580	580	580	580	580	580	580	580	580		N_b,z,Rd	9,800	9,570	9,160	8,740	8,300	7,850	7,370	6,370	5,380	4,500	3,760	3,160	2,680	2,290	1,980	1,720	1,510
f_yW_el,y = 1,080		1.000	M_N,y,Rd	1,260	1,260	1,190	1,040	891	743	594	446	297	149	0	1.000	M_b,Rd	1,260	1,260	1,260	1,260	1,260	1,240	1,220	1,180	1,140	1,100	1,070	1,030	997	964	932	900	870
f_yW_el,z = 372			M_N,z,Rd	580	580	580	580	568	533	474	391	285	154	0
UBP 305 x 305 x 186			M_c,y,Rd	1,040	1,040	1,040	1,040	1,040	1,040	1,040	1,040	1,040	1,040	1,040	0	N_b,y,Rd	8,170	8,170	8,170	8,060	7,910	7,770	7,620	7,290	6,930	6,530	6,070	5,580	5,080	4,580	4,110	3,690	3,310
N_pl,Rd = 8,170		n/a	M_c,z,Rd	471	471	471	471	471	471	471	471	471	471	471		N_b,z,Rd	8,170	7,960	7,620	7,260	6,890	6,500	6,080	5,230	4,410	3,670	3,060	2,560	2,170	1,850	1,600	1,390	1,220
f_yW_el,y = 896		1.000	M_N,y,Rd	1,040	1,040	979	856	734	612	489	367	245	122	0	1.000	M_b,Rd	1,040	1,040	1,040	1,040	1,030	1,010	991	951	914	878	843	810	777	746	716	687	660
f_yW_el,z = 304			M_N,z,Rd	471	471	471	471	463	435	387	320	233	126	0
UBP 305 x 305 x 149			M_c,y,Rd	818	818	818	818	818	818	818	818	818	818	818	0	N_b,y,Rd	6,550	6,550	6,550	6,450	6,330	6,210	6,090	5,820	5,530	5,190	4,820	4,420	4,000	3,600	3,230	2,890	2,590
N_pl,Rd = 6,550		n/a	M_c,z,Rd	368	368	368	368	368	368	368	368	368	368	368		N_b,z,Rd	6,550	6,370	6,080	5,790	5,480	5,160	4,820	4,130	3,460	2,870	2,380	1,990	1,680	1,440	1,240	1,080	945
f_yW_el,y = 716		1.000	M_N,y,Rd	818	818	775	678	581	484	387	290	194	96.8	0	1.000	M_b,Rd	818	818	818	818	809	790	771	735	699	665	631	599	569	540	514	489	466
f_yW_el,z = 238			M_N,z,Rd	368	368	368	368	362	340	303	251	183	99.0	0
UBP 305 x 305 x 126			M_c,y,Rd	685	685	685	685	685	685	685	685	685	685	685	0	N_b,y,Rd	5,540	5,540	5,540	5,450	5,350	5,250	5,140	4,910	4,660	4,370	4,050	3,700	3,350	3,010	2,690	2,410	2,160
N_pl,Rd = 5,540		n/a	M_c,z,Rd	305	305	305	305	305	305	305	305	305	305	305		N_b,z,Rd	5,540	5,380	5,130	4,880	4,620	4,340	4,050	3,460	2,880	2,390	1,980	1,660	1,400	1,190	1,030	893	783
f_yW_el,y = 605		1.000	M_N,y,Rd	685	685	650	569	488	406	325	244	163	81.3	0	1.000	M_b,Rd	685	685	685	685	674	657	639	605	571	538	506	476	447	421	397	375	355
f_yW_el,z = 199			M_N,z,Rd	305	305	305	305	301	283	252	209	152	82.6	0
UBP 305 x 305 x 110			M_c,y,Rd	544	544	544	544	544	544	544	544	544	544	544	1.000	N_b,y,Rd	4,970	4,970	4,970	4,880	4,790	4,700	4,600	4,390	4,150	3,880	3,580	3,260	2,940	2,630	2,350	2,100	1,870
N_pl,Rd = 4,970		1.000	M_c,z,Rd	176	176	176	176	176	176	176	176	176	176	176		N_b,z,Rd	4,970	4,810	4,590	4,350	4,110	3,860	3,590	3,040	2,520	2,080	1,720	1,430	1,210	1,030	884	768	673
f_yW_el,y = 544		0.000	M_N,y,Rd	–	–	–	–	–	–	–	–	–	–	–	1.000	M_b,Rd	544	544	544	544	537	523	509	482	454	427	400	375	352	330	310	293	276
f_yW_el,z = 176			M_N,z,Rd	–	–	–	–	–	–	–	–	–	–	–	0.000	M_b,Rd	611	611	611	611	597	580	563	529	495	461	429	399	371	346	324	304	286
UBP 305 x 305 x 95			M_c,y,Rd	469	469	469	469	469	469	469	469	469	469	469	1.000	N_b,y,Rd	4,290	4,290	4,290	4,210	4,130	4,050	3,960	3,780	3,570	3,340	3,070	2,800	2,520	2,250	2,000	1,790	1,600
N_pl,Rd = 4,290		1.000	M_c,z,Rd	150	150	150	150	150	150	150	150	150	150	150		N_b,z,Rd	4,290	4,150	3,950	3,750	3,540	3,310	3,080	2,600	2,150	1,770	1,460	1,220	1,020	872	751	652	571
f_yW_el,y = 469		0.000	M_N,y,Rd	–	–	–	–	–	–	–	–	–	–	–	1.000	M_b,Rd	469	469	469	469	461	448	436	410	383	357	331	307	285	266	248	232	218
f_yW_el,z = 150			M_N,z,Rd	–	–	–	–	–	–	–	–	–	–	–	0.000	M_b,Rd	523	523	523	523	509	494	479	447	415	383	352	324	299	277	257	240	224
UBP 305 x 305 x 88			M_c,y,Rd	433	433	433	433	433	433	433	433	433	433	433	1.000	N_b,y,Rd	3,980	3,980	3,970	3,900	3,830	3,750	3,670	3,500	3,310	3,090	2,840	2,580	2,320	2,080	1,850	1,650	1,470
N_pl,Rd = 3,980		1.000	M_c,z,Rd	138	138	138	138	138	138	138	138	138	138	138		N_b,z,Rd	3,980	3,840	3,660	3,470	3,270	3,060	2,840	2,400	1,980	1,630	1,340	1,120	941	801	689	599	525
f_yW_el,y = 433		0.000	M_N,y,Rd	–	–	–	–	–	–	–	–	–	–	–	1.000	M_b,Rd	433	433	433	433	425	413	401	376	351	325	300	277	256	237	220	206	193
f_yW_el,z = 138			M_N,z,Rd	–	–	–	–	–	–	–	–	–	–	–	0.000	M_b,Rd	483	483	483	483	469	455	440	410	378	347	318	291	267	246	228	212	198
UBP 305 x 305 x 79	∗		M_c,y,Rd	X	X	X	X	X	X	X	X	X	X	$	0.000	N_b,y,Rd	3,500	3,500	3,490	3,430	3,370	3,300	3,230	3,080	2,910	2,720	2,510	2,290	2,060	1,840	1,640	1,460	1,310
N_pl,Rd = 3,570		n/a	M_c,z,Rd	X	X	X	X	X	X	X	X	X	X	$		N_b,z,Rd	3,500	3,380	3,220	3,050	2,880	2,700	2,510	2,120	1,750	1,440	1,190	992	835	711	612	532	466
f_yW_el,y = 390		0.000	M_N,y,Rd	–	–	–	–	–	–	–	–	–	–	–	0.000	M_b,Rd	390	390	390	390	382	371	359	336	311	286	262	240	220	202	187	174	162
f_yW_el,z = 123			M_N,z,Rd	–	–	–	–	–	–	–	–	–	–	–	0.000	M_b,Rd	432	432	432	432	419	406	392	364	334	304	276	250	228	209	192	178	166
UBP 254 x 254 x 85			M_c,y,Rd	388	388	388	388	388	388	388	388	388	388	388	0	N_b,y,Rd	3,850	3,850	3,790	3,700	3,610	3,520	3,420	3,190	2,930	2,640	2,340	2,050	1,780	1,550	1,350	1,190	1,050
N_pl,Rd = 3,850		n/a	M_c,z,Rd	177	177	177	177	177	177	177	177	177	177	177		N_b,z,Rd	3,830	3,620	3,410	3,190	2,960	2,710	2,450	1,970	1,560	1,250	1,010	833	695	588	504	436	381
f_yW_el,y = 343		1.000	M_N,y,Rd	388	388	368	322	276	230	184	138	91.9	46.0	0	1.000	M_b,Rd	388	388	388	380	368	356	345	321	298	276	256	238	221	206	193	181	171
f_yW_el,z = 115			M_N,z,Rd	177	177	177	177	174	164	146	121	87.9	47.7	0
UBP 254 x 254 x 71			M_c,y,Rd	286	286	286	286	286	286	286	286	286	286	286	1.000	N_b,y,Rd	3,210	3,210	3,160	3,080	3,010	2,930	2,840	2,650	2,430	2,190	1,930	1,690	1,470	1,280	1,110	977	862
N_pl,Rd = 3,210		1.000	M_c,z,Rd	94.6	94.6	94.6	94.6	94.6	94.6	94.6	94.6	94.6	94.6	94.6		N_b,z,Rd	3,190	3,020	2,840	2,650	2,450	2,240	2,030	1,620	1,280	1,020	829	682	569	481	411	356	311
f_yW_el,y = 286		0.000	M_N,y,Rd	–	–	–	–	–	–	–	–	–	–	–	1.000	M_b,Rd	286	286	286	282	274	265	256	238	220	203	187	173	160	149	139	130	122
f_yW_el,z = 94.6			M_N,z,Rd	–	–	–	–	–	–	–	–	–	–	–	0.000	M_b,Rd	321	321	321	313	303	292	281	258	237	216	197	181	166	154	143	134	125
UBP 254 x 254 x 63			M_c,y,Rd	255	255	255	255	255	255	255	255	255	255	255	1.000	N_b,y,Rd	2,850	2,850	2,800	2,730	2,670	2,600	2,520	2,350	2,150	1,930	1,710	1,490	1,290	1,120	980	860	758
N_pl,Rd = 2,850		1.000	M_c,z,Rd	83.5	83.5	83.5	83.5	83.5	83.5	83.5	83.5	83.5	83.5	83.5		N_b,z,Rd	2,830	2,670	2,510	2,350	2,170	1,980	1,790	1,430	1,130	900	728	598	499	422	361	312	273
f_yW_el,y = 255		0.000	M_N,y,Rd	–	–	–	–	–	–	–	–	–	–	–	1.000	M_b,Rd	255	255	255	250	242	234	225	208	190	174	159	145	133	123	114	107	99.9
f_yW_el,z = 83.5			M_N,z,Rd	–	–	–	–	–	–	–	–	–	–	–	0.000	M_b,Rd	284	284	284	276	266	256	246	224	203	184	166	151	138	127	118	109	101
UBP 203 x 203 x 54			M_c,y,Rd	198	198	198	198	198	198	198	198	198	198	198	0	N_b,y,Rd	2,440	2,410	2,350	2,280	2,200	2,120	2,030	1,820	1,580	1,350	1,130	954	808	689	593	515	451
N_pl,Rd = 2,440		n/a	M_c,z,Rd	89.6	89.6	89.6	89.6	89.6	89.6	89.6	89.6	89.6	89.6	89.6		N_b,z,Rd	2,360	2,200	2,020	1,830	1,630	1,430	1,250	934	709	551	439	357	295	248	211	182	159
f_yW_el,y = 175		1.000	M_N,y,Rd	198	198	187	164	140	117	93.6	70.2	46.8	23.4	0	1.000	M_b,Rd	198	198	194	186	178	171	163	148	135	122	112	102	94.5	87.5	81.5	76.3	71.1
f_yW_el,z = 58.3			M_N,z,Rd	89.6	89.6	89.6	89.6	88.1	82.8	73.8	61.0	44.5	24.1	0
UBP 203 x 203 x 45			M_c,y,Rd	145	145	145	145	145	145	145	145	145	145	145	1.000	N_b,y,Rd	2,030	2,010	1,950	1,890	1,830	1,760	1,680	1,500	1,310	1,110	930	782	661	564	485	421	369
N_pl,Rd = 2,030		1.000	M_c,z,Rd	47.7	47.7	47.7	47.7	47.7	47.7	47.7	47.7	47.7	47.7	47.7		N_b,z,Rd	1,960	1,820	1,680	1,520	1,350	1,180	1,020	764	579	450	358	291	240	202	172	148	129
f_yW_el,y = 145		0.000	M_N,y,Rd	–	–	–	–	–	–	–	–	–	–	–	1.000	M_b,Rd	145	145	143	138	132	126	120	109	98.3	88.7	80.5	73.4	67.4	62.2	57.8	53.8	49.7
f_yW_el,z = 47.7			M_N,z,Rd	–	–	–	–	–	–	–	–	–	–	–	0.000	M_b,Rd	163	163	159	152	145	138	131	117	104	93.0	83.7	75.9	69.4	63.9	58.8	53.8	49.7

X Section becomes Class 4

$ For these values of n = N_Ed / N_pl,Rd the section would be overloaded due to N_Ed alone even when M_Ed is zero, because N_Ed would exceed the local buckling resistance of the section

– Not applicable for Class 3 and Class 4 sections

∗ The section can become Class 4 under axial compression only. Under combined axial compression and bending the section becomes Class 4 when the Class 3 N_Ed / N_pl,Rd limit is exceeded

N_Ed = Design value of the axial force

n = N_Ed / N_pl,Rd

The values in this table are conservative for tension as the more onerous compression section classification limits have been used

Under combined axial compression and bending the resistances are only valid up to the given N_Ed / N_pl,Rd limit. For higher values of n = N_Ed / N_pl,Rd the section would be overloaded due to N_Ed alone even when M_Ed is zero, because N_Ed would exceed the local buckling resistance of the section

Design Data

Long products

Flat products

Other

Long products - Bearing piles - Wide flange bearing piles - UBP - S355 - 6. Axial force + bending UBP