a, b Habitat and habit; c rhizome, showing stipules and petioles; d distal part of petiole, showing appressed villous vestiture; e immature inflorescence, showing bracts; f staminate flowers; g pistillate flower; h capsule; i cross section of an immature capsule.
A habit; B stipule; C bract; D, D′ staminate flower, face and side views; E, E′, E′′ stamen, dorsal, side and ventral views; F, F′ pistillate flower, face and side views; G, G′, G′′ style and stigmatic band, dorsal, side and ventral views; H capsule; I cross section of an immature capsule Fig. 6 Begonia sykakiengii R. Rubite, C.-I Peng, C.W. Lin & K.F.
Begonia hughesii R. Rubite & C.-I Peng, sp. nov. § Baryandra (Figures 6, 7) Figure 6 Begonia hughesii R. Rubite & C.-I Peng. a Habit; b stipule; c bract; d, d' staminate flower; e, e' stamen; f, f' carpellate flower; g, g', g" style and stigma; h capsule; i cross section of ovary.
a Habit; b showing the base of petiole; b', stipule; b", fleshy hairs fused into a ring; c bract; d, d' staminate flower; e, e' stamen; f, f' carpellate flower; g, g', g" style and stigma; h capsule; i cross section of ovary.
A Habit; B stipule; C bract; D, D′ staminate flower, face and back views; E, E′, E′′ stamen, dorsal, side and ventral views; F, F′ pistillate flower, side and face views; G, G′, G′′ style and stigmatic band, ventral, side and dorsal views; H Capsule; I Cross section of an immature capsule Fig. 4 Begonia merrilliana C.-I Peng, R. Rubite, C.W. Lin & K.F.
2. Begonia hughesii R. Rubite & C.-I Peng, sp. nov. § Baryandra (Figures 6, 7) Figure 6 Begonia hughesii R. Rubite & C.-I Peng. a Habit; b stipule; c bract; d, d' staminate flower; e, e' stamen; f, f' carpellate flower; g, g', g" style and stigma; h capsule; i cross section of ovary.
A, Habit; B, Stipules; C, Bract; D, Staminate flower; E, Androecium; F, F', Stamen; G, Carpellate flower; H, Style and stigmas; I, I', Cross sections of ovary; J, 3-winged fruit.
Based on the study, an "I" cross-section is able to endure higher stress compared to "T" profile.
This paper describes an efficient finite element method of analysing the elastic in-plane bending and out-of-plane buckling of indeterminate beam structures whose members may be tapered and of mono-symmetric I cross-section.
The numerical investigation comprises static and modal analyses of thin-walled beams with I cross-sections and rectangular hollow cross-sections.
CFRP laminates and epoxies with different material properties were attached to the tension flange of steel beams with I cross-sections.
