Formulas And Tables for Architects And Engineers in Calculating the Strains And Capacity of Structures in Iron And Wood
Formulas And Tables for Architects And Engineers in Calculating the Strains And Capacity of Structures in Iron And Wood
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Horizontal Thrust, {resisted either by abutments or tie rod.) Fig. 235. {All dimensions to line of pressure.) d by Google 1S4 STEAIUS lU A POLYGONAL FfiAlCE.
To determine the curve or line of pressure: X = i- ir-^T y-Wx ^'^^ir Tang. V at any point = = -~ — 2h Tang. V at abutment = -— . Load concentrated at crown or middle of arch : \ 64A 56^ "^ l^ 32/5 / „ 25^ W , SIWU il = 64A ^ ^ 1600J 25Z X 1600/ eih{B 16001— SI Wis) Load equally distributed: a = o 5 = ^=^ c;=-^+-2e^ ^ = ti; 2h '_ r» i2 STKA...INS IN A POLYGONAL FRAME IN EQUILIBRIUM.
Load equally distnbuted over members of Frame.
Reference.
H = Horizontal strain in units of weight at foot.
Fn= Vertical strain in units of weight at foot.
Cn= Compressive strain in units of weight in directiou of member.
TF^= Load in units of weight, equally distributed over a mem- ber of the polygon.
Vn= Angle between horizontal and member.
Digitized by
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To quickly assess the difficulty of the text, read a short excerpt:
Horizontal Thrust, {resisted either by abutments or tie rod.) Fig. 235. {All dimensions to line of pressure.) d by Google 1S4 STEAIUS lU A POLYGONAL FfiAlCE.
To determine the curve or line of pressure: X = i- ir-^T y-Wx ^'^^ir Tang. V at any point = = -~ — 2h Tang. V at abutment = -— . Load concentrated at crown or middle of arch : \ 64A 56^ "^ l^ 32/5 / „ 25^ W , SIWU il = 64A ^ ^ 1600J 25Z X 1600/ eih{B 16001— SI Wis) Load equally distributed: a = o 5 = ^=^ c;=-^+-2e^ ^ = ti; 2h '_ r» i2 STKA...INS IN A POLYGONAL FRAME IN EQUILIBRIUM.
Load equally distnbuted over members of Frame.
Reference.
H = Horizontal strain in units of weight at foot.
Fn= Vertical strain in units of weight at foot.
Cn= Compressive strain in units of weight in directiou of member.
TF^= Load in units of weight, equally distributed over a mem- ber of the polygon.
Vn= Angle between horizontal and member.
Digitized by
What to read after Formulas And Tables for Architects And Engineers in Calculating the Strains And Capacity of Structures in Iron And Wood?
You can find similar books in the "Read Also" column, or choose other free books by Franz Schumann to read onlineMoreLess
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