Table 2. Critical wind load, lateral...

Table 2.

Critical wind load, lateral displacement, and rotational angles for the girders

Girder	L: m	F_cr: kN/m	$δ_{cr}^{0}$ ⁠: mm	$θ_{cr}^{0}$ ⁠: rad	$θ_{cr}^{s}$ ⁠: rad
Type IV	30	3·59	39·1	0·003	0·002
	40	2·50	87·0	0·005	0·003
	50	1·34	122·6	0·009	0·005
Type V	30	4·07	18·3	0·002	0·002
	40	2·87	39·4	0·003	0·003
	50	1·60	54·8	0·004	0·004
Type VI	30	3·99	18·6	0·003	0·003
	40	3·08	43·6	0·004	0·004
	50	1·81	64·3	0·005	0·005

Girder	L: m	F_cr: kN/m	$δ_{cr}^{0}$ : mm	$θ_{cr}^{0}$ : rad	$θ_{cr}^{s}$ : rad
Type IV	30	3·59	39·1	0·003	0·002
	40	2·50	87·0	0·005	0·003
	50	1·34	122·6	0·009	0·005
Type V	30	4·07	18·3	0·002	0·002
	40	2·87	39·4	0·003	0·003
	50	1·60	54·8	0·004	0·004
Type VI	30	3·99	18·6	0·003	0·003
	40	3·08	43·6	0·004	0·004
	50	1·81	64·3	0·005	0·005